CEDC April 2022 Regular Meeting Packet — Council Economic Development Committee, April 28, 2022

Thursday, April 28, 2022
5:00 PM

CITY OF HAYWARD
Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
Remote Meeting
Council Economic Development Committee
Agenda
Council Economic Development April 28, 2022
Committee
Agenda
COVID-19 Notice: Consistent with Assembly Bill 361, the Council Economic Development Committee meeting includes teleconference participation by all Committee members and the public.

Please note that we are now using the Zoom Webinar platform to conduct meetings and receive live public comment.

How to submit written Public Comment:

Send an email to [email protected] by 2:00 p.m. the day of the meeting. Please identify the Agenda Item Number in the subject line of your email. Emails will be compiled into one file, distributed to the Council Economic Development Committee and staff, and published on the City's Meeting & Agenda Center under Documents Received After Published Agenda. Written comments received after 2:00 p.m. that address an item on the agenda will still be included as part of the record.

How to provide live Public Comment during the meeting:

Please click the link below to join the webinar:
https://hayward.zoom.us/j/85054095089?pwd=VXpYTGlxcHJnNHluRThSUXdLTFZ1QT09 Webinar ID: 850 5409 5089
Password: CEDC0428!
or
Dial: +1 669 900 6833
Webinar ID: 850 5409 5089
Password: 514409393
A Guide to attend virtual meetings is provided at this link: https://bit.ly/3jmaUxa

CALL TO ORDER

ROLL CALL
CITY OF HAYWARD Page 2 Thursday, April 28, 2022
Council Economic Development April 28, 2022
Committee
Agenda
PUBLIC COMMENTS:
(The Public Comment section provides an opportunity to
address the City Council Committee on items not listed on the agenda as well as items on the agenda. The Committee
welcomes your comments and requests that speakers present their remarks in a respectful manner, within established time limits, and focus on issues which directly affect the City or are within the jurisdiction of the City. As the Committee is prohibited by State law from discussing items not listed on the agenda, any comments on items not on the agenda will be taken under consideration without Committee discussion and may be referred to staff.)

APPROVAL OF MINUTES

1. MIN 22-051 Approval of Minutes from March 24, 2022 Regular Meeting Attachments: Attachment I Draft Minutes from the March 24, 2022 Regular Meeting

REPORTS/ACTION ITEMS
Preliminary Concept Review - MWT Architect, PC Drive
Through Requiring a Zoning Text Amendment and
Modification of Approved Site Plan Review for Home2Suites at 22091 Hesperian Boulevard

2. RPT 22-049
Attachments: Attachment I Staff Report
Attachment II Approved Plans Home2Suites SPR 201803495
Attachment III Findings Conditions of
Approval_Home2Suites_SPR_201803495
Attachment IV Site Location
Attachment V Conceptual Review Proposal
Attachment VI Zoning Map
CITY OF HAYWARD Page 3 Thursday, April 28, 2022
Council Economic Development April 28, 2022
Committee
Agenda
Update on COVID-19 Economic Recovery Small Business
Assistance Grants and Community Development Block Grant Funded Small Business Assistance Grants

3. RPT 22-044
Attachments: Attachment I Staff Report
Attachment II Demographics
Attachment III List of Grantees
Attachment IV Map of Grantees

FUTURE AGENDA ITEMS

4. RPT 22-046 Future Meeting Topics as of April 28, 2022 Attachments: Attachment I Future Meeting Topics as of April 28, 2022

COMMITTEE MEMBER/STAFF ANNOUNCEMENTS AND REFERRALS

ADJOURNMENT
CITY OF HAYWARD Page 4 Thursday, April 28, 2022
CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: MIN 22-051
DATE: April 28, 2022
TO: Council Economic Development Committee
FROM: Assistant City Manager

SUBJECT
Approval of Minutes from March 24, 2022 Regular Meeting

RECOMMENDATION
That Committee members review and approve the Regular Meeting Minutes from March 24, 2022

ATTACHMENTS
Attachment I Draft Minutes from the March 24, 2022 Regular Meeting CITY OF HAYWARD Page 1 of 1 Printed on 4/25/2022
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COUNCIL ECONOMIC DEVELOPMENT COMMITTEE
MEETING MINUTES – March 24, 2022
CALL TO ORDER: The Regular meeting was called to order at 5:00 p.m.

ATTENDANCE (September 2021-July 2022):

Committee Member Present
3/24/2022
All Meetings
Year to Date
Meetings Mandated
By Resolution
Present Absent Present Absent
Council Member Salinas  4 0 4 0
Council Member Wahab  4 0 4 0
Council Member Andrews  4 0 4 0
OTHERS IN ATTENDANCE:

Kelly McAdoo, City Manager; Jennifer Ott, Assistant City Manager; Paul Nguyen, Economic Development Manager; Phillip Nichols, Code Enforcement Manager; Michelle Torres, Senior Code Enforcement Inspector; Catherine Ralston, Economic Development Specialist; Suzanne Philis, Senior Secretary; Ian Flaherty, Code Enforcement Inspector I; Thomas Adams, Avenu Insights & Analytics; Kim Huggett, Hayward Chamber of Commerce; Paul Hodges, HARD Board of Directors; Merielle Sanz.

PUBLIC COMMENTS
There were none.

1. APPROVAL OF MINUTES OF REGULAR MEETING FEBRUARY 24, 2022 A motion to approve minutes from the February 24, 2022 Regular Meeting was made by Council Member Wahab and seconded by Council Member Andrews. The minutes were unanimously approved.

2. HAYWARD SALES TAX TRENDS UPDATE FROM AVENUE INSIGHTS & ANALYTICS (Oral report only)
Economic Development Manager Paul Nguyen first showed a slide that used GeoCode to track where local students frequented in the month of February 2022, and then introduced Thomas Adams, Client Hayward Council Economic Development Committee
Regular Meeting Minutes
March 24, 2022

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Services Manager with MuniServices/Avenu. Mr. Adams gave the presentation on sales tax trends noting Hayward was the industrial backbone for the entire Bay area.

Council Member Andrews asked how purchases at Target were being tracked since they now sell a lot of food. Mr. Adams explained that the State required that detailed sales tax information remain confidential but he noted Target wasn’t as impacted by the pandemic because a variety of goods including food were sold there. He noted that prepared food, like a Costco rotisserie chicken, was taxed, but other food items were not. During the pandemic, he said, restaurant sales tax went down, but market sales tax went up.

Council Member Andrews commented that a recreation business failed in Hayward and she asked how to tell what would work in Hayward. Mr. Adams explained that it was more art than science and while clothes and recreational would come back, they weren’t currently growing like they were 20 years ago. Mr. Adams said that regionally, food processing equipment was big, but noted wineries were included in that category. He recommended working with strengths rather than trying to force weaknesses. He also explained that an Apple store would be categorized under Furniture, which would boost sales in the category, but throw off real furniture numbers in that and neighboring cities.

Council Member Andrews asked if Southland Mall had been compared against Pacific Commons and Union Landing. Economic Development Manager Nguyen said no comparative analysis had been done, but he noted that before COVID, staff had met with a group of Chabot students to ask them where they went for fun and what they would like to see in Hayward. Raising Cane’s(proposed for the Kmart site) was named. From college students’ perspective, he said, it was all about food options.

Council Member Wahab said she was surprised students weren’t going to Oakland for food and fun.

She commented that the popularity of Pacific Commons was probably due to students who live in Fremont but go to school in Hayward. She also noted the diversity of the stores and food options at Pacific Commons unlike Hayward. She suggested offering incentives to attract new options both at retail locations and food trucks.

Council Member Wahab said when collecting data to include students’ hometowns. She noted San Jose State required new students to live on campus the first year and that could skew results. She also suggested asking students why they go where they do.

Regarding the sales tax information presented by Mr. Adams, Council Member Wahab said Hayward residents were already overtaxed and noted she would oppose any ballot measure that increased taxes. She asked if Hayward was financially strong compared to other cities and Mr. Adams said he could provide comparisons. Council Member Wahab said that information was needed as well as a comparison of pre-pandemic numbers to have something on which to base new numbers. She was happy to see Hayward bounced back in 2021, she said, but the City still had a long way to go.

Council Member Salinas how the City could reconcile the success and failures the data showed against what students and residents wanted. Economic Development Manager Nguyen explained that retailers used leakage and purchasing data to determine where to locate. That information was rarely shared, he noted. Instead what Economic Development staff could do was promote the other things the City could offer. Whenever you swipe your phone, he said, you provide hundreds of data points, staff’s role was to tell the story that filled the data gaps.

Hayward Council Economic Development Committee
Regular Meeting Minutes
March 24, 2022

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Council Member Salinas pointed out the Pacific Commons was primarily big box stores and chain restaurants along with a few mom-and-pop retailers. Southland and Union Landing were similar, he said, because they both have a theater.

Council Member Salinas asked how Hayward could capture tourist dollars. If someone comes here for a meeting, he said, when they go back to their hotel we should have marketing materials available. He noted the pandemic recession was different, no one had a playbook, and all cities were going through this process of doing what they could.

Regarding tourists, Council Member Andrews noted they love public art. They don’t just want to go to a restaurant, she said, they want to take a photo.

3. PROGRAM AND ORDINANCE UPDATE: VACANT PROPERTY ORDINANCE MONITORING

PROGRAM & PROPERTY OWNER ENGAGEMENT STRATEGY
Assistant City Manager Ott introduced the item noting the need for a Vacant Property Ordinance came up at a Council retreat and while most efforts were paused during the pandemic, staff was now bringing it back up for additional feedback from Committee members. Code Enforcement Manager Phil Nichols presented a program update.

Council Member Salinas noted that Council asked for the ordinance because building owners were not doing anything about their empty, ugly buildings and the City had no tools to make them take action.

Council Member Andrews said the owner of the hardware store had come in to City Hall with questions about compliance with the ordinance and she asked what was the outcome. Code Enforcement Manager Nichols explained that the owner was brought in to formally address issues with the property, some concessions, and the Police Department spoke to him to talk about crime prevention. The owner agreed to replace the plywood covering windows with poly-carbonate which was more protective, looked better, and allowed PD to see inside the building, he said.

Council Member Andrews asked if any grants were available for window dressings. Economic Development Manager Nguyen said ED had façade improvement monies available, but typically not for owners of empty buildings. Council Member Andrews asked if staff would reconsider and Manager Nguyen said the City didn’t want to reward absentee building owners, but it was up to City Council to make that call. Council Member Andrews suggested staff think of other activation options that could be used in the interim that wouldn’t compete with existing businesses.

Council Member Andrews said she was really excited at about the food hall planned for 1025 A Street and was told yes, there would be seating available to eat there. She asked if there was any update for the Toys R Us site and was told no.

Council Member Wahab complimented Code Enforcement Manager Nichols on his presentation and noted she prioritized vacant buildings not based on how many there were, but on the seriousness of the condition of the buildings. Council Member Wahab said the City should have standards that required businesses to stay open. She commented that half of the businesses downtown were closed Hayward Council Economic Development Committee
Regular Meeting Minutes
March 24, 2022

Page 4 of 4 ends

during the day and suggested issuing citations.

Council Member Wahab asked what the City could do to push vacant property owners. She mentioned that she knew of retailers interested in the hardware store, but the owner was asking a ridiculously high rent amount. What incentives does the City have, she asked, to push building owners along. Economic Development and Code Enforcement staff agreed it was an issue.

Council Member Wahab said the City needed to be stricter and any City investment should come with standards. With as much as the City assists businesses and property owners with funding, she said, we should expect businesses to deliver.

Council Member Wahab requested that staff follow up with owners when a business closes to find out what happened and if there was anything the City could have done to keep them. She also suggested that the review process be streamlined so businesses could open faster. If they want to open in a week, she said, they should be able to.

4. FUTURE MEETING TOPICS AS OF MARCH 24, 2022
Council Member Wahab requested that specific dates be listed for each item rather than just the year.

Council Member Andrews asked for a capacity analysis of Economic Development staff noting the number of new initiatives being proposed.

Council Member Salinas suggested exploring what could be done to bring people downtown this summer. Shops and restaurants were slowly opening, he said, but outdoor experiences were needed close to B Street.

COMMITTEE MEMBER ANNOUNCEMENTS AND REFERRALS
Economic Development Manager Nguyen presented slides of newly opened businesses including Tacos El Gordo, Posh Bagel, Metro Taqueria, and announced an upcoming ribbon cutting for Brick by Brick Toys on April 2 at 11am.

ADJOURNMENT: The meeting was adjourned at 6:30 p.m.

CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: RPT 22-049
DATE: April 28, 2022
TO: Council Economic Development Committee
FROM: Assistant City Manager/Director of Development Services

SUBJECT
Preliminary Concept Review - MWT Architect, PC Drive Through Requiring a Zoning Text Amendment and Modification of Approved Site Plan Review for Home2Suites at 22091 Hesperian Boulevard

RECOMMENDATION
That the Council Economic Development Committee (CEDC) reviews and provides feedback related to allowing the establishment of drive through restaurants in the AT-C (Air Terminal - Commercial) District and a reduction in the distances between drive-throughs in conjunction with the modification of the approved Home2Suites development.

SUMMARY
In 2019, the City approved a Site Plan Review with a Variance for building height to allow the development of a proposed a four-story, 131-room Home2Suites hotel and a multi-tenant, 5,400 squarefoot commercial building at 22091 Hesperian Boulevard. Special Variance findings were made to allow the increase in height for the hotel to accommodate the proposed commercial building and a plaza between the two structures. In conjunction with the request for a Zoning Text Amendment, the applicant would like to shrink the approved 5,400 square foot multi-tenant commercial building to approximately 2,500 square feet to accommodate a Starbucks with a drive-through.

The applicant is considering submittal of a Zoning Text Amendment to allow drive-throughs in the AT-C (Air Terminal - Commercial) District where that use is currently prohibited. The proposed Zoning Text Amendment would affect approximately 26.1 acres (a total of eleven parcels) mainly located along the eastern and southern perimeter of Airport Executive Airport property. In addition, the Drive-Through regulations would have to be amended to allow drive-through restaurants to be closer than one-half mile to each other because there is an existing Burger King drive-through restaurant located less than one-half mile from the project site. Modification of the drive-through minimum distance regulations would apply city-wide.

The project proponent, MWT Architect, PC (MWT) is seeking CEDC feedback on the proposed Zoning Text Amendment, the modification to minimum distance allowances between drive-through restaurants, and to modify the approved development plan. The purpose of this review is to introduce the preliminary concept and policy issues to the CEDC and obtain feedback on the concept and policy issues related to drive-through restaurants. The project proponent will use this information to guide the next CITY OF HAYWARD Page 1 of 2 Printed on 4/25/2022
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File #: RPT 22-049
steps for their project.

ATTACHMENTS
Attachment I Staff Report
Attachment II Approved Plans for Home2 Suites SPR 201803495 Attachment III Findings and Conditions of Approval for Home2 Suites SPR 201803495 Attachment IV Site Location
Attachment V Conceptual Review Proposal
Attachment VI Zoning Map
CITY OF HAYWARD Page 2 of 2 Printed on 4/25/2022
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DATE: April 28, 2022
TO: Council Economic Development Committee
FROM: Assistant City Manager/Director of Development Services SUBJECT: Preliminary Concept Review - MWT Architect, PC Drive Through Requiring a Zoning Text Amendment and Modification of Approved Site Plan Review for Home2Suites at 22091 Hesperian Boulevard

RECOMMENDATION
That the Council Economic Development Committee (CEDC) reviews and provides feedback related to allowing the establishment of drive through restaurants in the AT-C (Air Terminal - Commercial) District and a reduction in the distances between drivethroughs in conjunction with the modification of the approved Home2Suites development.

SUMMARY
In 2019, the City approved a Site Plan Review with a Variance for building height to allow the development of a proposed a four-story, 131-room Home2Suites hotel and a multi-tenant, 5,400 square-foot commercial building at 22091 Hesperian Boulevard. Special Variance findings were made to allow the increase in height for the hotel to accommodate the proposed commercial building and a plaza between the two structures. In conjunction with the request for a Zoning Text Amendment, the applicant would like to shrink the approved 5,400 square foot multi-tenant commercial building to approximately 2,500 square feet to accommodate a Starbucks with a drive-through.

The project proponent, MWT Architect, PC (MWT) is seeking CEDC feedback on the proposed

Page 2 of 4 ends

Zoning Text Amendment, the modification to minimum distance allowances between drivethrough restaurants, and to modify the approved development plan. The purpose of this review is to introduce the preliminary concept and policy issues to the CEDC and obtain feedback on the concept and policy issues related to drive-through restaurants. The project proponent will use this information to guide the next steps for their project.

BACKGROUND
In January of 2019, the City conditionally approved Site Plan Review Application No. 201803495 to develop a new four-story, 131-room Home2Suites hotel by Hilton and a 5,400 square-foot multi-tenant commercial building on vacant City-owned property located on the southeast portion of the Hayward Executive Airport located at 22005 Skywest Drive in the AT-C District (Attachment II). The site fronts Skywest Drive and Hesperian Boulevard to the east, and W. Winton Avenue to the South (Attachment IV).

Per Hayward Municipal Code (HMC) Section 0-1.1985(o), the project required a variance to allow the hotel to exceed 40 feet in height. Staff made special findings that the increase in height of the hotel would achieve a more beneficial site layout because it would allow for the development of the commercial building, plaza and parking for both uses, which could not be achieved under the applicable regulations (Attachment III). The proposed site layout and construction of the commercial building and plaza was integral to the approval of the Home2Suites hotel, as proposed.

In July of 2018, Council approved a Zoning Text Amendment1 related to drive-through establishments in the City of Hayward to allow more flexibility from the prohibition of having one or more of these establishments (either restaurant or coffee/espresso shop) within one-half mile of each other, provided that they be located within one-half mile of I880 or State Route 92, that the proposed drive-through would not conflict with pedestrian or bicycle circulation and that the site be located a minimum distance from residential uses.

DISCUSSION
Conceptual Proposal
In April of 2022, MWT submitted a conceptual review for a proposal to open an approximately 2,500 square-foot drive-through Starbucks coffee-shop in the approved commercial building, which would require approval of Zoning Text amendments to the AT-C (Air Terminal – Commercial) District to allow such uses in the AT-C District, and to the Drive-Through Regulations to allow these uses to be closer than one-half mile to each other, as well as modification of the approved development plan. According to the applicant, there are currently three Starbucks coffee shops along Hesperian Boulevard in the vicinity of the Hayward Executive Airport. The proposed drive-through coffee-shop would be located about one-half mile from two of these other coffee shops, and the applicant seeks to fill the gap and meet a perceived service demand for the area (Attachment V).

1 July 24, 2018 City Council Meeting. https://hayward.legistar.com/LegislationDetail.aspx?ID=3582265&GUID=60EF01FB-13FA-4A66- B88D-97F90E2B01D9&Options=&Search=

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HMC Section 10-1.1952 specifically prohibits drive-through uses in the AT-C District; thus the proponent is seeking to request a Zoning Text Amendment application to allow drive-through facilities in the AT-C District. The proposed drive-through would be located within 0.4-miles of an existing Burger King located at 950 W A Street.

Pursuant to HMC Section 10-1.1045(j)(5), drive-through restaurants are prohibited within a one-half mile radius of one another. The proposed drive-through facility is less than one-half mile from an existing Burger King drive-through restaurant. Establishing this use in this location would require amending the drive-through regulations to eliminate the minimum distances or otherwise modifying the adopted drive-through standards which impact drivethrough uses city-wide.

Further, the applicant proposes to shrink the approved 5,400-square-foot multi-tenant commercial building to 2,500 square feet in order to lease it to Starbucks.

Policy Discussion Topics:

Modifying the Drive-through Regulations in the AT-C District:

As noted above, the AT-C District regulations do not allow drive-through restaurants. For this proposed Starbucks drive-through project to move forward, the applicant would need to receive Council approval of a Zoning Text Amendment to allow drive-throughs in this District.

The purpose of the AT-C District is to provide for certain specified commercial and service uses that are compatible with airport activity and serve the general population of the City.

Restaurants and by extension coffee shops, such as Starbucks are permitted uses; however, drive-throughs are specifically prohibited.

Staff does not recommend approving this Zoning Text Amendment as it would impact numerous properties throughout the AT-C District (Attachment VI), create potential adverse traffic impacts along Hesperian Boulevard and Winton Avenue, and generate increased greenhouse gas emissions generated from stalled gas vehicles waiting in the drive-through queues. Further, allowing this Text Amendment may set a precedent that the City is lenient with regard to allowing additional drive-throughs throughout the City.

Modifying the One-Half Mile Minimum Distance Standard for Drive-Through Locations:

The one-half mile prohibition standard mentioned previously in this report does not allow the opportunity to establish drive-through restaurants within one-half mile of each other.

Establishing the proposed drive-through facility in this location would require amending the existing regulations for a minimum one-half mile separation between drive-throughs. This prohibition was put into place to eliminate overconcentration and saturation of drive-through establishments.

Amendments adopted by the Council in 2018 allowed for flexibility to this standard under certain circumstances noted above; however, the proposed location is more than one-half mile from Interstate 880, which would make it ineligible to be considered as a potential project where to apply the findings included in the text amendment approved by Council in 2018 (Attachment VII) Staff does not recommend amending the drive-through regulations

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to eliminate the minimum distances or otherwise modifying the adopted drive-through standards which impact drive-through uses city-wide.

Altering the Size and Nature of the Conditionally Approved Commercial Building:

As described above, in 2019, the City approved the Home2Suites project with a variance to increase the allowable height for the hotel, as the proposed development included community amenities with the 5,400 square-foot multi-tenant commercial building and plaza.

Staff believes that shrinking the commercial building and constructing a drive-through on site is not consistent with the findings for the original approval, and the findings that were made to support the Variance for hotel height. Allowing a drive-through use in the site may also result in the project not meeting the landscape requirements of the AT-C Zoning District and included in the conditions of approval.

Questions for the CEDC:

At the April CEDC meeting, staff and the proponent will seek feedback on the policy issues identified above. Specifically, CEDC members are asked to consider the following questions:

1. Would the CEDC support a Zone Text Amendment to allow drive-through establishments in the AT-C district?

2. Does the CEDC have any concerns with allowing the proposed modification to the approved plan considering the details and conditions of the approved variance?

3. Does the CEDC support amending the drive-through regulations to allow drive-through restaurants to be closer than one-half mile to each other?

NEXT STEPS
After the CEDC reviews and provides comments on the conceptual review, the project proponent will need to decide if they want to continue moving forward with an application for development of their proposal. If they do, at a minimum, the proposal will require submittal of an application for Zone Text Amendment, a modification of an approved Site Plan Review and environmental analysis related to the change in use on the site.

Prepared by: Mira Hahn, Associate Planner
Recommended by: Paul Nguyen, EconomicDevelopment Manager Jennifer Ott, Development Services Director
Approved by:
_______________________________________
Kelly McAdoo, City Manager
G000 COVER SHEET HAYWARD EXECUTIVE AIRPORT HESPERIAN BLVD SKYWEST DR SITE SAN FRANCISCO BAY SKYWEST GOLF COURSE SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS P 1 2 3 4 COVER SHEETS P 1 2 3 4 P 1 2 3 4 * CIVIL DRAWINGS ***** LANDSCAPE DRAWINGS **** STRUCTURAL DRAWINGS ARCHITECTURAL SHEETS ****** PLUMBING SHEETS FIRE SPRINKLER MECHANICAL ELECTRICAL SHEETS FIRE ALARM SHEETS INTERIOR SHEETS CONTACT: EMAIL: RAMESTA HOSPITALITY LLC 445, HOTEL CIRCLE, SOUTH SAN DIEGO, CA 92108 JAY SHAH Owner [email protected] PHONE: (619) 298-1291 EMAIL: MWT 5820 MAIN STREET, SUITE 501 WILLIAMSVILLE, NY 14221 ANITA BANSAL Architect 716-631-0600 [email protected] PHONE: CONTACT: EMAIL: STERLING CONSULTANTS 11040 BOLLINGER CANYON ROAD, SUITE E-102, SAN RAMON, CA 94582 DILIP KISHNANI PRINCIPAL(925) 705-3633 [email protected] PHONE: CONTACT: EMAIL: PHONE: YOUNG DESIGN GROUP 7234 EAST SHOEMAN LANE SUITE #08 SCOTTSDALE, AZ- 85251 JOE YOUNG, RLA PRINCIPAL(408) 257 3312 [email protected] 22005 SKYWEST DR, HAYWARD , CA 94541 ************ R1 RENDERING SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 RENDERING R2 RENDERING SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 2 RENDERING

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the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

SHEET OF
HAYWARD CITY | CALIFORNIA
10 / 03 / 18
4 / 30 / 19
s c o t t s d a l e , a r i z o n a 8 5 2 5 1
7 2 3 4 e a s t s h o e m a n l a n e
s u i t e 8
9 Revisions
-PRELIMINARYNOT FOR CONSTRUCTION
1ST CITY REVIEW 08-29-18
2ND CITY REVIEW 10-03-18

SHEET INDEX
L1.1 PRELIMINARY LANDSCAPE PLAN

PRELIMINARY LANDSCAPE PLAN
APPLICANT / OWNER:

RAMESTA HOSPITALITY, LLC
22005 SKYWEST DR
HAYWARD, CA 94541PH: (619) 298-1291
CONTACT: JAY SHAH
[email protected]

CONTACT INFO
APPROX. NWC SKYWEST DRIVE AND HESPERIAN BLVD
HAYWARD CITY | CALIFORNIA
L0.1 COVER SHEET + NOTES
1 L0.1
LANDSCAPE ARCHITECT OF RECORD:

THE DESIGN ELEMENT2211 EAST HIGHLAND AVENUE SUITE 120
PHOENIX, AZ 85251PH: (602) 244-1970
CONTACT: JEFF ANDERSON
[email protected]
LANDSCAPE ARCHITECT:

YOUNG DESIGN GROUP
7234 EAST SHOEMAN LANE SUITE # 8SCOTTSDALE, AZ 85251
PH: (480) 257-3312
CONTACT: JOE YOUNG
[email protected]

DESCRIPTION OF WORK

THE PROPOSED IMPROVEMENTS FOR THIS

PROJECT INCLUDE NEW FRONTAGE, PARKING

LOT AND BUILDING FOUNDATION PLANTINGS
FOR A NEW HOTEL DEVELOPMENT. FUTUREPHASES SHALL INCLUDE THE PROPOSED

COMMERCIAL / RETAIL PAD AS SHOWN ON THE
PLAN. IMPROVEMENTS FOR FUTURE PHASES

SHALL BE PROVIDED BY SEPARATE REVIEW AND

APPROVAL WITH AN INTERIM DUST COVER
PALLIATIVE APPLIED FOR DUST CONTROL.

DESIGN COMPONENTS RECOMMENDED FOR THISPROJECT SHALL INCLUDE: x ENHANCEMENT OF LANDSCAPE TO COMPLEMENT ADJACENT PROPERTIES x SUSTAINABLE LANDSCAPE AND IRRIGATION IMPROVEMENTS WITH LOW ENVIRONMENTALIMPACT METHODS AND MATERIALS x SOIL CONSERVATION TECHNIQUES. x PERMEABLE BIO-SWALE PLANTINGS VICINITY MAP N.T.S.

I HAVE COMPLIED WITH THE CRITERIA OF THE CITY OF HAYWARD'S BAY FRIENDLY WATER

EFFICIENT LANDSCAPE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE AND IRRIGATION DESIGN PLAN.

COMPLIANCE STATEMENT

LANDSCAPE ARCHITECT SIGNATURE DATE
I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE MWELO.

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH THE CITY OF
HAYWARD STANDARDS FOR LANDSCAPEDEVELOPMENT.

2. THE PLANT MATERIAL SUPPLIER AND/OR

LANDSCAPE CONTRACTOR SHALL PROVIDE

GUARANTEE EVIDENCE TO THE CITY

LANDSCAPE INSPECTOR THAT ALL PLANTMATERIAL IS CONSISTENT WITH THE

APPROVED PLANT LEGEND CONSIDERING
GENUS, SPECIES, CULTIVARS, AND SIZESPECIFIED. ALL PLANT MATERIAL NOTCONSISTENT WITH THE PLANT LEGEND MAY BE REJECTED.

3. ALL REVISIONS AND CHANGE ORDERS TO THE

APPROVED LANDSCAPE ARCHITECTURAL

PLANS AND SPECIFICATIONS ARE SUBJECT TO

THE REVIEW AND APPROVAL OR THE CITY

LANDSCAPE ARCHITECT BEFORE WORK MAY
CONTINUE. MINOR CHANGES ARE TO BE

EMAILED TO THE CITY LANDSCAPE ARCHITECT
AND THE CITY LANDSCAPE INSPECTOR.

MAJOR CHANGES ARE TO BE DONE WITH TWOREVISED PLAIN PAPER COPIES BEING SENT TO

THE CITY WITH NOTIFICATION GIVEN TO THE
CITY LANDSCAPE INSPECTOR.

4. CONTRACTOR SHALL NOTIFY UNDERGROUND
SERVICE ALERT (USA) BEFORE START OFCONSTRUCTION AT (800) 422-4133. AN

ENCROACHMENT PERMIT IS REQUIRED FORPOT-HOLING TO VERIFY EXISTING LOCATION OF UTILITIES.

5. PLANS COMPLY WITH THE CURRENT CITY OF

HAYWARD WATER EFFICIENT LANDSCAPE
ORDINACE NO. 15-25 OF THE "BAY FRIENDLY
WATER EFFICIENT LANDSCAPE ORDINANCE".

6. PRIOR TO THE BEGINNING OF PROJECT

CONSTRUCTION, A PRE-CONSTRUCTION

MEETING SHALL BE SCHEDULED BY THE
CONTRACTOR AND CLIENT.

7. EXISTING TREES SHALL BE PROTECTED IN

ACCORDANCE WITH THE CITY'S TREE
PRESERVATION ORDINANCE. ANY DAMAGEDEXISTING TREES DURING CONSTRUCTION

SHALL BE REPLACED TO THE APPROVED
APPRAISED VALUE.

8. WATER SUPPLY TO BE FROM EBMUD POTABLE
WATER SYSTEM. SEE CIVIL DRAWINGS.

ARCHITECT:

MWT ARCHITECTS
5820 MAIN ST #501
WILLIAMSVILLE, NY 14221
PH: (716) 631-0600
CONTACT: JITENDRA VAIDYA
[email protected]
CIVIL ENGINEER:STERLING CONSULTANTS
11040 BOLLINGER CANYON ROAD
SUITE E-102SAN RAMON, CA 94582
PH: (925) 705-3633
CONTACT: DILIP KISHNANI
[email protected]

COVER SHEET
+ NOTES

LANDSCAPE CONSTRUCTION GENERAL NOTES

1. REFER TO PLANTING DETAILS. BACKFILL: NATIVE SOILS
FREE OF CONTAMINATION AND ROCKS OVER 3 INCHES INDIAMETER.

2. COMPLETE ALL TRENCHING, LANDSCAPE GRADING,
BERMING AND SWALES PRIOR TO START OF PLANTING.

3. NOTE: SURFACE-FERTILIZE PLANTS AS PART OF
COMMON-AREA MAINTENANCE CONTRACT.

4. APPLY A SOLUTION OF "SUPERTHRIVE" COMBINED WITH

LIQUID CHELATED IRON SUPPLEMENT AS PLANT IS BEING
WATERED IN,AT THE FOLLOWING RATES:
-BASIC MIX: 1/4 TSP. (TEASPOON) SUPERTHRIVE AND 1 TSP.

IRON SUPPLEMENT PER GALLON OF WATER.
-TREES: APPLY 4 GALLONS OF BASIC MIX.-SHRUBS AND SUCCULENTS 1 GAL. AND 5 GAL.: APPLY 1 GALLON OF BASIC MIX.
-SHRUBS AND SUCCULENTS 15 GAL.: APPLY 2 GALLONS OF
BASIC MIX.

5. REMOVE NURSERY PROVIDED STAKING AND TAPING FROM
ALL PLANTS, IF APPLICABLE. STAKE NURSERY GROWN
TREES AS DETAILED.

6. WATER SUPPLY MUST BE OPERATIONAL PRIOR TO PLANT
INSTALLATION.

7. PRUNE DEAD OR DAMAGED BRANCHES AFTER PLANTING.

PRUNE TREES OF LIVING BRANCHES, ONLY IF DIRECTED BY
THE LANDSCAPE ARCHITECT OR OWNER, AFTER PLANTING.

8. BEFORE PLANTING, STAKE OR FLAG THE LOCATION OF ALL
PLANTS OR PLACE CONTAINERS UP TO 15 GAL. ATLOCATIONS SHOWN ON PLAN AND ARRANGE TO HAVE THELANDSCAPE ARCHITECT REVIEW AND APPROVE THELOCATIONS. LANDSCAPE ARCHITECT MAY REVISELOCATIONS ONCE BEFORE PLANTING.

9. REMOVE ALL WEED GROWTH FROM AREAS TO BE
LANDSCAPED. IF WEED CONTROL IS NEEDED, USE
CAREFULLY APPLIED CONTACT HERBICIDE, "ROUND-UP" OR
EQUAL. APPLY BY HAND SPRAYER TO AVOID DAMAGE TONEW PLANTS.

10. WARRANTY ALL PLANT MATERIAL TO BE IN HEALTHY
GROWTH FOR THE PERIODS OF: TREES: 365 DAYS
SHRUBS, VINES AND GROUNDCOVERS: 90 DAYS, STARTING

AT DATE OF FINAL ACCEPTANCE, REPLACE MATERIAL NOT
SHOWING HEALTHY GROWTH WITHIN 10 WORKING DAYS OF
NOTIFICATION BY OWNER.

11. TDE DOES NOT WARRANTY AVAILABILITY OF SPECIES OR
SIZES OF PLANTS LISTED. "AVAILABLE" SHALL MEAN

AVAILABLE IN A WHOLESALE NURSERY IN ARIZONA OR
CALIFORNIA. NOTIFY OWNER AND YDG OF
NON-AVAILABILITY FOR ISSUANCE OF SUBSTITUTION BYLVA.

12. CITY APPROVAL OF THESE PLANS SHALL SIGNIFY AND

CONFIRM OWNER'S CAREFUL REVIEW AND APPROVAL OF

THESE PLANS, INCLUDING PLANT SPECIES AND SIZES
LISTED. OWNER SHALL OBTAIN UNIT PLANT COSTS,
INSTALLED & GUARANTEED.

13. TYPICAL MINIMUM SETBACKS FROM EDGE OF WALKS,
DRIVES AND BUILDINGS: TREES: 6 FT.; SHRUBS: 3 FT.;
GROUNDCOVER: 2 FT.

14. AREAS IN SIGHT TRIANGLES SHALL HAVE NO OBSTRUCTION
GREATER THAN 2 FT. HT. AND TREES SHALL HAVE CANOPY
HIGHER THAN 7 FT. AT TIME OF PLANTING.

15. NOTE THAT NURSERY-GROWN TREES MUST HAVE TRUNK

DIAMETER IN PROPORTION TO HEIGHT, AND THAT

CONTRACTOR MUST INSPECT EACH TREE FOR
ROOT-BINDING AND OTHER GROWTH DEFECTS, ANDREMOVE DEFECTIVE PLANTS FROM THE SITE. MAINLEADER OF TREE SHALL BE INTACT. TREES WITH MAINLEADER SHALL BE REMOVED.

16. CONTRACTOR IS RESPONSIBLE TO COORDINATE HEADER

INSTALLATION WITH

17. GRADING CONTRACTOR. ANY LOCATIONS WHERE RIP-RAP

SWALES ARE ADJACENT TO TURF AREAS, HEADER IS TO

HAVE A DRAINAGE OUTLET (TURN-DOWN) FOR THE WIDTH
OF THE RIP RAP AREA, TYP.

18. TREES TO MEET LOCAL JURISDICTIONS ZONING SIZE
REQUIREMENTS AT THE TIME OF PLANTING. TREES THATDO NOT MEET MIN. REQUIREMENTS SHALL BE REPLACED IN KIND WITH TREE THAT MEETS REQUIREMENTS.

19. ANY DISTURBED AREAS AREAS NOT INITIALLY BUILT UPON

WILL NEED A CITY APPROVED DUST CONTROL MATERIAL
INSTALLED.

20. TREES THAT ARE PLANTED AS 24" BOX MUST HAVE 2"
CALIPER AFTER FIRST YEAR OF GROWTH.

21. LANDSCAPE ARCHITECT TO INSPECT TREES PRIOR TO
PURCHASE.

22. ALL PLANTING AREAS ARE TO HAVE SHREDDED WOOD
MULCH TOP DRESSING. MULCHED AREAS ARE TO BE 3"DEPTH, COLOR AS SPECIFIED, TYP.

23. NO PLANT SUBSTITUTIONS ALLOWED UNLESS APPROVED IN

WRITING BY LANDSCAPE ARCHITECT AND CONFORMING TO
LOCAL AGENCY'S APPROVED PLANT LIST.

24. LANDSCAPE ARCHITECT IS TO APPROVE ALL PLANT
MATERIAL PRIOR TO DELIVERY TO SITE. ONE WEEKMINIMUM NOTICE.

25. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL
CONDITIONS ON SITE PRIOR TO PROJECT START-UP.

26. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REPAIR

ANY DAMAGES MADE TO EXISTING LANDSCAPING,

UNDERGROUND UTILITIES, IRRIGATION LINES, ELECTRICAL
LINES, ETC., AT HIS EXPENSE.

27. ANY PLANT MATERIAL NOT SHOWN TO REMAIN ON PLAN IS
TO BE REMOVED.

28. ADJUST ALL NEW LANDSCAPING AS NECESSARY TO
ACCOMMODATE EXISTING LANDSCAPE TO REMAIN.

29. CONTRACTOR IS TO VERIFY LOCATIONS OF ALL
UNDERGROUND UTILITIES PRIOR TO ANY SITE WORK BEINGEXECUTED.

30. QUANTITIES ON PLAN ARE PROVIDED FOR BIDDING
PURPOSES ONLY. LANDSCAPE CONTRACTOR ISRESPONSIBLE TO VERIFY ALL QUANTITIES PRIOR TO CONSTRUCTION.

31. ALL AREAS DISTURBED DURING CONSTRUCTION ARE TO BE

FINE GRADED AND TREATED TO BLEND EVENLY WITH ALL
NEWLY CONSTRUCTED AREAS.

32. LANDSCAPE ARCHITECT / OWNERS REPRESENTATIVE

RESERVES THE RIGHT TO REJECT ANY PLANT MATERIAL

THAT IS DETERMINED TO NOT SATISFY THE DESIGN INTENT

OF THE LANDSCAPE PLAN BASED ON SIZE, SHAPE,
APPEARANCE, HEALTH, OR IMPROPER CARE.

33. ALL BOULDERS ARE TO BE GRANITE, COLOR: BROWN ALE,
SIZE PER PLANT SCHEDULE. ALL BOULDERS ARE TO BE
BURIED 1/3 IN SOIL.

34. ALL SWALE CHANNELS ARE TO HAVE 6" - 8" FRACTURED

GRANITE OR OTHER APPROVED STONE MATERIAL
INSTALLED TO PREVENT EROSION.

35. ALL DOWNSPOUTS / SCUPPERS ARE TO HAVE 3'x3', 3" - 6"

FRACTURED GRANITE OR OTHER APPROVED STONE
MATERIAL INSTALLED TO PREVENT EROSION.

36. ALL BERM CONTOUR INTERVALS ARE AT 1'-0", SLOPES NOT TO EXCEED 4:1.

37. ALL EDGING BORDERS ARE TO BE FLEXIBLE
BEND-A-BOARD. COLOR AND SIZE AS SPECIFIED.

38. CONTRACTOR TO ENSURE THAT SLEEVING FOR IRRIGATION
GOES UNDER EVERY DRIVEWAY (WHERE APPLICABLE).

39. ALL SLOPES GREATER THAN 4:1 SHALL HAVE 100% LIVE
PLANT COVER.

40. ALL TREES WITHIN 5'-0" OF HARDSCAPE TO RECEIVE ROOT CONTROL BARRIER. SEE LANDSCAPE DETAILS FOR MORE
INFORMATION.

GRADING GENERAL NOTES

1. CONTRACTOR SHALL GRADE TO MAINTAIN

POSITIVE DRAINAGE AWAY FROM ALL

STRUCTURES AND MAINTAIN AND / ORCREATE DRAINAGE SPECIFIED ON THE PROJECT CIVIL ENGINEERS CONSTRUCTIONDOCUMENTS. CONTRACTOR SHALL KEEPDRAINAGEWAYS AND NATURAL FLOW CHANNELS SPECIFIED FREE FROMOBSTRUCTIONS THAT MAY IMPAIR FLOW.

2. AESTHETIC FINISH GRADING SHALL BE BY

THE DIRECTION OF THE LANDSCAPE
ARCHITECT. ALL GRADING SHALL BEAPPROVED BY OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING.

3. FINISH GRADE OF ALL PLANTING AREAS IS
TO BE 1" BELOW ADJACENT HARDSCAPE
UNLESS OTHERWISE NOTED.
10/03/18

APPROVALS

OVERALL SITE PLAN / KEY MAP NOT TO SCALE

LIMIT OF THIS PROJECT

FUTURE BUILDING

1. SITE SHALL HAVE AN INDEPENDENT IRRIGATION

SYSTEM INSTALLED AS PART OF THE
DEVELOPMENT OF THE SITE.

2. IRRIGATION SYSTEM IS TO BE FULLY AUTOMATIC

AND PROVIDE ADEQUATE WATER COVERAGE FORALL AREAS ON SITE BY MEANS OF OVERHEAD SPRAY, DRIP IRRIGATION AND ANNUAL BUBBLERSOR DRIP LINE AS SPECIFIED.

3. A CITY APPROVED BACKFLOW PREVENTION DEVICE

IS TO BE INSTALLED AT THE POINT OF CONNECTION

TO THE CITY WATER METER AS SHOWN ON FINAL
PLANS.

4. ALL MAINLINE IS TO BE SOLID PVC, CLASS 200
MINIMUM. SEE FINAL PLANS FOR MAINLINEROUTING.

5. CONTRACTOR IS TO PROVIDE SCHEDULE 80 PVC
SLEEVES AT ALL HARDSCAPE CROSSINGS. PVCSLEEVE IS TO BE 2x THE DIAMETER OF THE PIPE(S) PASSING THROUGH IT.

6. IRRIGATION AREAS ARE TO BE ZONED WITH SIMILAR
WATER USAGE PLANT MATERIALS.

7. ALL DRIP AND ANNUAL LATERALS ARE TO BE
SCHEDULE 40 WITH ALL JOINTS SOLVENT WELDED.

8. ALL SHRUB AND GROUNDCOVER PLANTS ARE TO
HAVE A MINIMUM OF (1) DRIP DISTRIBUTIONEMITTER PLACED NEAR THE ROOTBALL.

9. TREES ARE TO HAVE (1) MULTI-PORT DRIP EMITTER
AT EACH TREE LOCATION. SEE FINAL PLANS FOR
QUANTITY OF DRIP DISTRIBUTION TUBES PER TREE.

10. ALL IRRIGATION EQUIPMENT IS TO BE SET BACK

FROM WALKWAYS AND PAVED AREAS TO PREVENT

OVERSPRAY OR NUISANCE WATER ON PAVED
AREAS.

11. CONTRACTOR IS TO INSTALL A FULLY AUTOMATIC
SMART IRRIGATION CONTROLLER. CONTROLLER IS

TO INCLUDE HISTORIC WEATHER DATA

INFORMATION OR MOISTURE SENSORS TO SELF

ADJUST WATERING CYCLES FOR SEASONAL
WEATHER CHANGES. SEE IRRIGATION SCHEDULE

FOR ADDITIONAL INFORMATION AND
SPECIFICATIONS.

IRRIGATION NOTES
SITE
L2.1 HYDROZONE PLAN + CALCULATIONSL3.1 PRELIMINARY IRRIGATION PLANL4.1 SITE AMENITIES + FURNITUREL2.2 MAWA + ETWU CALCULATIONS

SITE DATA

TOTAL LANDSCAPE AREA PROJECT TYPE
(+/-) 47,815 S.F.

NEW CONSTRUCTION
WATER SUPPLY POTABLEL5.1 LANDSCAPE DETAILSL5.2 IRRIGATION DETAILSL4.2 SITE AMENITIES + FURNITURE

TREE MITIGATION SUMMARY
TREES TO BE REMOVED (ID #) VALUE OF REMOVED TREE
# 12 (BLACK LOCUST) $263.00

VALUE OF

REPLACEMENT TREE
[SEE ARBORISTS REPORT FOR ADDITIONAL INFORMATION]
$1,000.00
VALUE OF 36" BOX

TREE (INSTALLED)
P
PP
P PP
XL
M
L
L
M
XL
XL
XL
XL
XL
L
L
L
L
L L
L
L
L
L
L
L
M
M
M M M
M M
M
M M
M
M
M
M
M
M
M
M
L
L
M
M
M
L
L
M M
M
M M
L
M
M
(4 STORIES)
POOL

HESPERIAN BOULEVARD

BIO-SWALE (SEE CIVIL)

BIKE RACKS
CROSSWALK, TYPA.D.A. RAMP, TYP
CROSSWALK, TYPA.D.A. RAMP, TYP
LOBBY
ENTRY

RAMP, TYP RAMP, TYP
HOME 2 SUITES

BIO-SWALE (SEE CIVIL)

TRANSFORMER

BIKE RACK

BIO-SWALE (SEE CIVIL)

MONUMENT SIGN
(BY OTHERS)

BIO-SWALE (SEE CIVIL)

EXISTING SIDEWALK
R.O.W.

EXISTING STREET TREES TO BE PRESERVED IN PLACE

BIO-SWALE (SEE CIVIL)
GABION BASKET SITE WALL BERM (1' HT @ 4:1)
(MIN 2' / MAX 3' HT - VARIES)

NATURAL COBBLE SWALE

WITH GRANITE BOULDERS

NATURAL COBBLE SWALE

WITH GRANITE BOULDERS
L
L
L
L
M
M M
M
M
L
M
L
M L
L
L
L
L L
XL
M
M M
M
M
M
M
L
BERM (1' HT @ 4:1)

EXISTING

STREET LIGHT

EXISTING
STREET LIGHT HYDRANT (KEEP 3' CLEAR ZONE ALL SIDES)
HYDRANT (KEEP 3'

CLEAR ZONE ALL SIDES)

EXISTING

STREET LIGHT
RAISED STEEL PLANTER (TYP - 9) 18" HT
L
M
M
L
M M
M
BERM (1' HT @ 4:1)
BERM (1' HT @ 4:1)

BIO-SWALE (SEE CIVIL)

CONCRETE HEADERCONCRETE PAVERS IN FIRELANE
(AS SELECTED)

ANNUALS
PATIO
POOL EQUIP.

ACCESS
M

GABION BASKET SITE WALL
(MIN 2' / MAX 3' HT - VARIES)

GABION BASKET SITE WALL
(MIN 2' / MAX 3' HT - VARIES)
(MIN 2' / MAX 3' HT - VARIES)

GABION BASKET SITE WALL SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

SS LINE

BENCH, TYP
BENCH

PORTE-COCHERE
P
P P
P P

CONCRETE POTS

WITH ANNUALS

CONCRETE POTS

WITH ANNUALS

POLE LIGHT, TYP

BOLLARD LIGHT, TYP

POLE LIGHT, TYP

LIMIT OF WORK
BERM (1' HT @ 4:1)
REFUSE

ENCLOSURE

ANNUALS
M L XL

PLANT SCHEDULE

INERT MATERIALS
TREES

ACCENTS GROUNDCOVER
SHRUBS
Agave weberi
Weber's Agave
Shredded Redwood mulchSouth Bay Materials
3' / 4' / 5' Dia.
(vary sizes)
Fireworks Fountain Grass
Pennisetum setaceum 'Fireworks'
Dianella revoluta 'Little Rev'
Little Rev Flax Lily
Platanus x. acerfolia 'Columbia'
'Columbia' Plane Tree
Lagerstroemia indica x. fauriei
'Muskogee' Crape Myrtle
36" box / low break /
matched
15 gallon15 gallon
1 gallon
3" depth typ.

All LS Areas
Granite Boulders "Sierra"
South Bay Materials
Arbutus unedo 'Marina'
Strawberry Tree
Pistacia chinensisPistacia Tree
Raphiolepis indica 'Clara' Indian Hawthorn
36" box / standard /
matched
36" box / standard /
matched 5 gallon
'New Gold' Lantana
Lantana camara 'New Gold' 1 gallon
36" box / multi-trunk /
matched
Muhlenbergia rigens
Deer Grass
1 gallon
Emerald Carpet ManzanitaArctostphylos uva ursi 'emerald carpet' 1 gallon MULCH

EXISTING PLANTS SIZE / REMARKS
Existing trees to remainLondon Plane Tree species
Refer to arborists
report
Nasella tenuissima
Mexican Feather Grass 1 gallon
As selectedAnnuals by season from flats
Glossy Abelia
Abelia x. grandiflora 5 gallon
Olea europaea 'Little Ollie'
Dwarf Olive
Compact Myrtle Myrtus communis 'Compacta' 5 gallon
Nerium oleander 'Petite Pink'Petite Pink Oleander
5 gallon5 gallon
6"-10" Dia.
(vary sizes)
Natural Rock Cobble
South Bay Materials

SIZE / REMARKS SIZE / REMARKS
6"x6"
Square Profile
Concrete HeaderColor: Match Sidewalk
Existing trees to be removed
Species TBD
WUCOLS

MATURE SIZE

WIDTH / HT SPACING

EXISTING N/A N/A

N/A N/A N/A
20 x 30 Per Plan Low20 x 20 Per Plan Low
30 x 35 Per Plan Low
20 x 30 Per Plan Medium
QTY
Per Plan
1 20
15 19
11 QTY
58 352208559
115145
151
52 55
466
WUCOLS

MATURE SIZE

WIDTH / HT SPACING
6 x 6 Per Plan Very Low2 x 2 2' O.C. Low2 x 2 2' O.C. Low 3 X 3 4' O.C. Low3 X 3 3' O.C. Low
5 x 5 5' O.C. Low3 x 3 3' O.C. Low
4 x 4 5' O.C. Very Low
3 x 3 3' O.C. Very Low3 x 3 4' O.C. Low
WUCOLS

MATURE SIZE

WIDTH / HT SPACING
1 x 1 10" O.C. High
3 x 2 3' O.C. Low
5 x 1 3' O.C. Low

N/A N/A N/A
QTY
Per Plan
314
194
Per Plan
52 / 45 / 24
Per PlanPer Plan

N/A N/A N/AN/A N/A N/AN/A N/A N/A
Society GarlicTulbaghia x. Ashanti 1 gallon 557 2 x 1 1.5' O.C. Low Salvia clevlandii
Cleveland Sage 5 gallon 136 3 x 3 5' O.C. Low
(Bio-retention)(Bio-retention)
2' or 3' height /
lengths as shown
on plan
Gabion basket site wallColor: Rust Finish with Natural
Rock Cobble fill
Per Plan N/A N/A N/A
P
Concrete Pot with Annuals 36" Dia(see site amenity sheet for more info) Per Plan N/A N/A N/A
Refer to arborists
report
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

PRELIMINARY

LANDSCAPE
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' PRELIMINARY LANDSCAPE PLAN
P
PP
P PP
(4 STORIES)

HESPERIAN BOULEVARD
HOME 2 SUITES

SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
P
P P
P P

LIMIT OF WORK
1 BR DRIP
2 S+G DRIP
3 T DRIP
4 S+G DRIP
5 T DRIP
6 BR DRIP
7 S+G DRIP
8 9 T DRIP

BR DRIP
10 S+G DRIP 11
T DRIP
T
12T DRIP
13 S+G DRIP
14 A DRIP
14 A DRIP
16 T DRIP
15 S+G DRIP
17 BR DRIP
18 T DRIP
19 S+G DRIP
22 BR DRIP 20
T DRIP
21 S+G DRIP
23 S+G DRIP
24 T DRIP
25 BR DRIP
27 DRIP
26 S+G DRIP

HYDROZONE INFORMATION TABLE
HYDROZONE VALVE IRRIG. METHOD AREA (S.F.) % OF LS AREA
1 DRIP 2,476 5.2%
2 DRIP 5,492 11.4%
3 DRIP 216 .45%
4 DRIP 7,340 15.4%
5 DRIP 360 .75%6 DRIP 920 1.9%7 DRIP 6,498 13.6%8 DRIP 324 .68%9 DRIP 2,286 4.8% 10 DRIP 3,699 7.7%
11 DRIP 360 .75%
12 DRIP 144 .30%13 DRIP 1,723 3.6%14 DRIP 243 .52%
15 DRIP 1,734 3.6%

HYDROZONE
16 DRIP 144 .30%17 DRIP 466 .98%18 DRIP 504 1.1%19 DRIP 3,160 6.6% 20 DRIP 396 .83%
21 DRIP 4,427 9.3%
22 DRIP 434 .92%23 DRIP 2,059 4.3%24 DRIP 216 .45%25 DRIP 470 .98%26 DRIP 1,544 3.2%27 DRIP 180 .38% 1 2
3 4
56789
10 11
12131415
16 171819
20 21
222324252627
11 S+G DRIP
HYDROZONE #

IRRIGATION
METHOD
VEG. TYPE:

BR = BIO-RETENTION
S+G = SHRUB + G.COVER
T = TREE
A = ANNUALS

HYDROZONE IDENTIFICATION
TYPE
BRBRBR
S+GS+GS+GS+GS+GS+G
TTTTT
A
TYPE VALVE IRRIG. METHOD AREA (S.F.) % OF LS AREA
T - - - - - - - - - - - - BRTS+G S+G S+G S+G BRBRTTT
TOTAL LANDSCAPE AREA 47,815 100%
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

SHEET OF
HAYWARD CITY | CALIFORNIA
08 / 29 / 18
4 / 30 / 19
s c o t t s d a l e , a r i z o n a 8 5 2 5 1
7 2 3 4 e a s t s h o e m a n l a n e
s u i t e 8
9 Revisions
-PRELIMINARYNOT FOR CONSTRUCTION
1ST CITY REVIEW 08-29-18
3 L2.1

HYDROZONE
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' HYDROZONE PLAN
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

CALCULATIONS

IRRIGATION GENERAL NOTES

1. ALL IRRIGATION EQUIPMENT TO BE LOCATED IN LANDSCAPE AREAS WITHIN PROPERTY BOUNDARIES OF THE PROJECT - ALL LINES AND EQUIPMENT ARE SCHEMATIC AND ARE SOMETIMES SHOWN IN ROADWAYS, SIDEWALKS, OR OUTSIDE PROPERTY LINES. THIS IS DONE FOR CLARITY PURPOSES ONLY.

2. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCHOBSTRUCTIONS OR CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

3. THE IRRIGATION SYSTEM DESIGN IS BASED ON A MINIMUM SOURCE PRESSURE OF 60 PSI. 4. ALL MATERIAL USED SHALL BE INSTALLED AS DETAILED. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT SHALL APPROVE ALL DEVIATION'S FROM DRAWINGS OR MATERIALS USED.

5. THE OWNER'S REPRESENTATIVE MAY, AT ANY TIME, TAKE AND ANALYZE SAMPLES OF MATERIALS AND EQUIPMENT FOR CONFORMITY TO SPECIFICATIONS. THE CONTRACTOR SHALL MAKE SUCH SAMPLES AVAILABLE UPON REQUEST. REJECTED MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE.

6. INSTALL BACKFLOW PREVENTION UNIT(S) PIPING BETWEEN THE POINT OF CONNECTION AND THE BPU PER LOCAL CODES. THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE THE FINAL LOCATION OF THE BPU. BACKFLOW PREVENTOR MUST BE SCREENED FROM VIEW.

7. INSTALL IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN ON PLAN. INSTALL CONTROLLER IN

A LOCATION THAT IS
ACCESSIBLE FOR MAINTENANCE PERSONNEL AND SCREENED FROM VIEW NEXT TO WALLS, BUILDINGS OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING MATERIALS AND LABOR TO PROVIDE SPECIFIED ELECTRICAL SERVICE TO ALL CONTROLLER LOCATIONS. ALL ELECTRICAL WORK TO BE PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE.

9. 24 VOLT WIRE SHALL BE 600V, UF, UL APPROVED, #14 GAUGE, SINGLE STRAND, PLASTIC INSULATED, COPPER WIRE. COMMON WIRE IS TO BE WHITE, CONTROL WIRE IS TO BE RED (USE NO BLACK WIRE). TAPE AND BUNDLE WIRE AT 10' ON CENTER. LAY BESIDE MAINLINE. SPLICE IN VALVE BOXES ONLY, USING MANUFACTURED EPOXY OR RESIN FILLED WIRE CONNECTORS. PROVIDE 18" SLACK AT EACH ELBOW IN MAIN LINE AND AT EACH REMOTE CONTROL VALVE. PULL ONE ADDITIONAL SPARE WIRE TO THE MOST DISTANT VALVE LOCATION FOR POTENTIALFUTURE USE. COLOR OF EXTRA WIRE SHALL BE YELLOW.

10. APPROXIMATE LOCATION OF MAINLINE AND VALVES ARE SHOWN ON PLAN. FINAL LOCATION IS TO BE DETERMINED BY OWNER'S REPRESENTATIVE. AVOID LOCATING VALVES AND VALVE BOXES IN PLAIN VIEW.

11. LEVEL OF PEA GRAVEL IN IRRIGATION BOXES SHALL BE
A MINIMUM OF 2" BELOW THE BOTTOM OF THE VALVE SO THAT THE VALVE IS COMPLETELY VISIBLE. ALL PEA GRAVEL IN VALVE BOX TO BE CLEANED FROM TOP OF VALVE SO THAT VALVE IS COMPLETELY VISIBLE. LIP OF VALVE BOX IS ALSO TO BE FREE OF DEBRIS.

12. LOCATE PRESSURE REGULATOR AND 'Y' STRAINER IN
A VALVE BOX AS REQUIRED. REMOTE CONTROL VALVE TO BE LOCATED IN

A SEPARATE
(ADJACENT) VALVE BOX, OR A JUMBO VALVE BOX MAY BE USED IN LIEU OF TWO SEPARATE BOXES.

13. ALL DRIP SYSTEMS TO BE FLUSHED THROUGH FLUSH CAPS. FLUSH CAPS TO BE LOCATED IN 10" ROUND ECONOMY BOXES.14. FLUSH CAPS SHALL BE PLACED IN A VALVE BOX AT THE END OF ALL LATERALS.15. THE CONTRACTOR SHALL PROVIDE CHECK VALVES AND AIR VACUUM RELIEF VALVES AS REQUIRED, OR AT THE DISCRETION OF THE LANDSCAPE ARCHITECT, THROUGHOUT THE IRRIGATION SYSTEM LOCATED WITHIN SLOPED AREAS TO PREVENT LOW IRRIGATION HEADDRAINAGE.

16. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS AND PER PIPE SIZING SCHEDULE ON DETAIL SHEET. IF THERE IS A
DISCREPANCY BETWEEN THE PIPE SIZES SHOWN ON THE PLAN AND THOSE OUTLINED IN THE PIPING SCHEDULE, THE SCHEDULE SHALL TAKEPRECEDENCE. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.

17. ALL PIPE SHALL BE BEDDED ON ALL SIDES WITH FOUR INCHES OF ROCK FREE (3/8" MINUS) MATERIAL. IMPORT SAND IF NECESSARY.

BACKFILL IN TWO OR MORE COMPACTED LIFTS. SETTLING OF TRENCHES BY MORE THAN AN INCH SHALL BE BROUGHT TO FINISH GRADE AT THE CONTRACTOR'S EXPENSE.

18. REFER TO EMITTER DETAILS FOR EMITTER SPECIFICATIONS AND LAYOUT.19. ALL PLANTS THAT REQUIRE MORE THAN ONE DRIP EMITTER SHALL HAVE EMITTERS DISTRIBUTED EVENLY AROUND PERIMETER OF PLANTING WELL. EMISSION POINTS AT ROOTBALLS SHALL BE LOCATED ON THE UPHILL SIDE, MIDWAY BETWEEN THE CENTER OF THE PLANT AND THE EDGE OF THE ROOTBALL.

20. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL LANDSCAPE SLEEVING. COORDINATE INSTALLATION WITH THE GENERAL CONTRACTOR. VERIFY ANY EXISTING SLEEVES INSTALLED BY OTHER CONTRACTORS.

21. IRRIGATION AND ELECTRICAL SLEEVES TO BE SCHEDULE 40 PVC. ALL SLEEVES TO EXTEND AT LEAST 12" BEYOND CONCRETE STRUCTURES.

ALLOW AT LEAST 4" - 6" FROM END OF SLEEVES TO FIRST FITTING ON IRRIGATION LINE. ALL SLEEVES TO BE 24" BELOW GRADE AND/OR PER OWNER'S SPECIFICATIONS. ALL SLEEVES UNDER PARKING LOTS, STREETS, STAGING AREAS, AND PATIOS TO BE INSTALLED BY PAVINGCONTRACTOR PRIOR TO PAVING.

22. NOTIFY THE OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO THE FOLLOWING REQUIRED STAGES OF OBSERVATION FOR:
- MAINLINE: Installation, depth, valves, wire, line pressure test- EMITTER LATERALS: Installation, depth, valves, emitters, outlet tubing, at line pressure- CONTROLLER: Installation, functioning

23. PRIOR TO OWNER'S APPROVAL, AN IRRIGATION "TUNE UP" MUST BE PERFORMED AS FOLLOWS:

A. ALL IRRIGATION EQUIPMENT (INCLUDING ALL PIPELINES AND SLEEVES) TO BE DOCUMENTED FROM TWO STATIONARY POINTS.

B. ALL DRIP SYSTEMS TO BE FLUSHED BEGINNING WITH "Y" STRAINER, WORKING AWAY FROM THE PRESSURE REGULATOR.

C. ALL IRRIGATION SPRINKLER HEADS TO BE FLUSHED OF DEBRIS AND FLOW CONTROLS ADJUSTED TO ACHIEVE MAXIMUM COVERAGE FOR TURF AREAS. AVOID OVER SPRAY ON ALL STREETS, CURBS, SIDEWALKS, WALLS, AND STRUCTURES.

D. ALL IRRIGATION HEADS SHALL BE ADJUSTED TO PROPER HEIGHT.E. IRRIGATION VALVES TO BE LABELED ON

A SHEET OF PAPER WITH STATIONS CORRESPONDING TO ETCHED LABELS ON TOP OF VALVE BOXES. THIS SHEET TO BE PLACED IN A PLASTIC POUCH AND ATTACHED TO INSIDE OF CONTROLLER.

P
PP
P PP
(4 STORIES)

HESPERIAN BOULEVARD
HOME 2 SUITES

SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
P
P P
P P

LIMIT OF WORK
A3
1" 3
XXX
TREE
A2
1" 2
XXX
S+G
A1
1" 1
XXX
BIORET
A4
1" 4
XXX
S+G
A5
1" 5
XXX
TREE
A19
1" 19
XXX
S+G
A18
1" 18
XXX
TREE
A17
1" 17
XXX
BIORET
A6
1" 6
XXX
BIORET
A7
1" 7
XXX
S+G
A8
1" 8
XXX
TREE
A9
1" 9
XXX
BIORET
A10
1" 10
XXX
S+G
A11
1" 11
XXX
TREE
A13
1" 13
XXX
TREE
A12
1" 12
XXX
S+G
A14
1" 14
XXX

ANNUALS
A15
1" 15
XXX
S+G
A16
1" 16
XXX
TREE
TREE
A20
1" 20
XXX
A22
1" 22
XXX
S+G
A211" 21
XXX
BIORET
A23
1" 23
XXX
S+G
A24
1" 24

XXXTREE
A25
1" 25
XXX
BIORET
A26
1" 26
XXX
S+G
A27
1" 27
XXX
TREE

1.5" MAINLINE

IRRIGATION METER (EXISTING)

BACKFLOW PREVENTER (EXSITING)

FLOW SENSORMASTER VALVE

CONTROLLER (MOUNT TO

EXTERIOR WALL AND PAINT

TO MATCH BUILDING)
A1
2" 1

54.2 SHRUB - CLASS 315 PVC LATERAL LINE (TREES) SEE PIPE SCHEDULE - SEE PIPE SCHEDULE - SCH 40 PVC MAINLINE SIZE PER PLAN CLASS 315 PVC LATERAL LINE (SHRUBS / GCOVER)
ESP-LXMEF CONTROLLER WITH WR2-RFCRAIN / FREEZE WEATHER SENSOR. INCLUDEEXPANSION MODULES AND STAINLESS STEEL LOCKING CABINET.

A - 27 STATIONS
NOTE:

1. PROVIDE IRRIGATION TO 4-5 SHRUBS MAX PER MULTI PORT EMITTERS IF USED AS COST SAVINGS OPTION (NOTIFY LANDSCAPE ARCHITECT FOR SUBSTITUTION APPROVAL. (TYP.)

2. ALL EMITTERS TO BE BOWSMITH MODEL ONLY, NO SUBSTITUTIONS. 1 GAL. 1 GPH BOWSMITH SL-210 1PALMS54"-72" BOX48" BOX36" BOX24" BOX15 GAL.5 GAL.

EMITTER SIZING SCHEDULE
BOWSMITH ML-220BOWSMITH ML-220BOWSMITH ML-210BOWSMITH ML-210BOWSMITH SL-210 RAINBIRD 1402 SERIESBOWSMITH ML-210 16 GPH
1 GPM
6 GPH
12 GPH
8 GPH4 GPH
1 GPH 1
32 2
2 2
1 PLANT SIZE FLOW / PER PLANT EMITTER / BUBBLER QTY
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

IRRIGATION
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' PRELIMINARY IRRIGATION PLAN
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

SITE AMENITIES
+ FURNITURE

SITE AMENITY SCHEDULE

ITEM DESCRIPTION MANUFACTURER MODEL / COLOR
1 BENCH LANDSCAPE FORMS MULTIPLICITY BENCH / BACKED WITH STRAIGHT END

AND ARMS / SILVER POWDERCOAT WITH JARRAH

WOOD SLATS
2 BIKE RACK LANDSCAPE FORMS EMERSON BIKE RACK / SILVER POWDERCOAT3 CONCRETE POTS KORNEGAY DESIGN FACETED SERIES / FS-24 / DAVIS COLOR 'OMAHA TAN' / INTERIOR SEALED WITH DRAIN HOLE
4 PER FABRICATOR 3/8" THICK STEEL PLATE / RUST FINISH / 8' x 8' SQUARE / 18" / HEIGHT ALL SEAMS WITH FULL WELD

AND GUSSETED CORNERS

RAISED STEEL

PLANTERS
5 PER FABRICATOR 2' HT x 2' WIDTH & 3' HT x 2' WIDTH / LENGTH PER

PLAN / RUST FINISH / ROCK COBBLE FILL MEDIUMPER LANDSCAPE PLAN

GABION BASKET

SITE WALLS
6 LANDSCAPE FORMS TORRES AREA LIGHT / 20' POLE / SILVER METALLIC FINISH

POLE MOUNTED

AREA LIGHT
7 BOLLARD LIGHT LANDSCAPE FORMS TORRES BOLLARD LIGHT / SILVER METALLIC FINISH 1 2
3 45 67
NOTE: ON ALL ITEMS ABOVE "APPROVED EQUALS" MAY BE SUBSTITUTED UPON OWNER AND CITY APPROVALS.

P
PP
P PP
(4 STORIES)

HESPERIAN BOULEVARD
HOME 2 SUITES

SKYWEST DRIVE

LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK
P
P P
P P

LIMIT OF WORK

A A A A A A A
AA
A
A
C
C
A
A
A

A A A A
A
A A
A
A
A
A
C
C
C
C
B
B
B
B
B
BB
B
B
B B
B
B B B
A
BB
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
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1801
YDG
Description Date

PRELIMINARY

LIGHTING
PLAN
SCALE: 1" = 20'-0"
0' 20' 40' PRELIMINARY LIGHTING PLAN

PRELMINARY LIGHTING SCHEDULE

ITEM DESCRIPTION MANUFACTURER MODEL / COLOR
LANDSCAPE FORMS TORRES AREA LIGHT / 20' POLE / SILVER METALLIC FINISH

POLE MOUNTED

AREA LIGHT

BOLLARD LIGHT LANDSCAPE FORMS TORRES BOLLARD LIGHT / SILVER METALLIC FINISH NOTE: ON ALL ITEMS ABOVE "APPROVED EQUALS" MAY BE SUBSTITUTED UPON OWNER AND CITY APPROVALS.

A
B

N/A N/A

EXISTING LIGHT
(OFFSITE - FOR

REFERENCE
ONLY)
C

PRELMINARY LIGHTING NOTES

1. FINAL LIGHTING AND PHOTOMETRIC PLANS ARE TO BE PROVIDED AT THE TIME OF PERMIT REVIEW BY ELECTRICAL / LIGHTING DESIGN CONSULTANT. THESE PLANS ARE FOR PRELIMINARY PURPOSES ONLY.

SCALE: N.T.S.

SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
61 7
2 3 4
SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.
8 SCALE: N.T.S.
9 TREE AND SHRUB PLANTING

BACKFILL

FERTILIZER TABLET

SEE STAKING DETAIL

TOP OF ROOTBALL FLUSH WITH

FINISH GRADE
BACKFILL:
1 PART MULCH TO 3 PARTS TOPSOIL
PLANTING PIT SIZES:
1 GAL. OR 5 GAL.: 2X WIDTH OF ROOTBALL DEPTH-DEPTH

OF ROOTBALL

FERTILIZER TABLETS (AGRIFORM TABLETS)DOWN ALONG PLANT ROOTBALL 1 PER 1 GAL.,
2 PER 2 GAL.,3 PER 15 GAL.,4 PER 24"BOX OR LARGER
2X DIA.

ROOTBALL

DEPTH OF

ROOTBALL

DEPTH OF

ROOTBALL
2X DIA.

ROOTBALL

TYPICAL STAKING DETAIL
NOTE: 15 GAL AND 24"BOX (SMALL CALIPER) TO HAVE DOUBLE TIES BETWEEN STAKES. 24" AND LARGER TO HAVE SINGLE TIE BETWEEN STAKES. 8' TO 10' LODGEPOLE STAKES DRIVEN ATANGLE (8' FOR MULTI OR CANOPY 10'

FOR TALL COLUMNAR)

STRESS POINT OF TREE

NOTCH BACKSIDE OF POLY TUSING
5/8" BLACK POLY TUBING
12"-15" LONG MIN.
#10 PLASTIC GUYWIRE

WRAP TWICE AROUND STAKE

SEE PLANTING DETAIL
NOTE: MULTI-TRUNKED TREES TO HAVE ALL MAJOR LEADERS
STAKED OR SUPPORTED. ALL WIRE TO WRAP A MIN. OF 5TIMES AROUND ITSELF

MULTI-TRUNK

DOUBLE-TRUNK

SINGLE-TRUNK
2X DIA.

NOTES:

1. FINISH GRADE TO BE 3" BELOW TOP OF WALK BEFORE INSTALLATION OF DECOMPOSED GRANITE (2 1/2" FOR SOD OR SEED).

2. FINE GRADE TO CREATE RETENTION SWALE. SWALE TO BE APPROVED PRIOR TO PLANTINGAND/OR PLACING TURF OR D.G.

SIDEWALK

BACK OF WALK OR

BACK OF CURB

SWALE AT BACK OF WALK
CURB
6'-8"

UNLESS OTHERWISE NOTED
6" LEVEL
1-1/2"
6"

SLOPE NOT TO
EXCEED 4:1 TO
BLOCK WALLS.

TOP OF PAVEMENT

OR CURB

CONCRETE HEADER
4" OR 6"
95% COMPACTED SUBGRADE
1"

TURF AREA

CONCRETE HEADER

SHRUB / GROUNDCOVER AREA
1/2" RADIUS TYP.

NOTE:FINISH GRADE TO BE 1" BELOW TOP OF MOWSTRIP INLAWN AREA AND 2" BELOW AT DG AREAS.

FIBERGLASS REINFORCED

CONCRETE
6"
90% COMPACTEDSUBGRADE

WHEN SIDEWALK AND ADJACENT CURB ARE INSTALLED

MONOLITHICALLY, THE MID-POINT SCORE LINE MUST EXTEND
ACROSS THE CURB.

THE EXPANSION JOINT MATERIAL SHALL EXTEND FROM THE
SURFACE OF THE SIDEWALK TO 1" INTO THE SUBGRADE.

EXPANSION JOINTS SHALL BE CONSTRUCTED AT THE END OF

ALL POURS, AT POINTS OF CURVATURE, AT ADJOINING

STRUCTURES, AT DRIVEWAYS AND AT A MAXIMUM SPACING OF
100'. THE EXPANSION JOINT MUST PROVIDE FOR COMPLETE
SEPARATION OF THE SIDEWALK FROM ADJOINING CONCRETE.

EXPANSION JOINT FILLER SHALL BE 1/2" BITUMINOUS TYPEFREFORMED EXPANSION JOINT FILLER, A.S.T.M. D-1751.

NOTES:
4'
42' TO 6'-0" (SEE PLAN)

SIDEWALKS (PRIVATE)
NOTE: PLANT SHRUB NO DEEPER THAN ROOTBALL. NO WELL IS NECESSARY. 2" DEPTH - DECOMPOSED GRANITE

BACKFILL - NATIVE SOIL
PLANT TABLETS. PLACE WITHIN
TOP 2" OF FINISHED GRADE. SEE

SPECIFICATIONS FOR QUANTITIES
Twice Width
of Rootball

FINISH GRADE IRRIGATION LINE, LOCATE ON

UPHILL SIDE OF PLANT

PLANTING ON SLOPE
6"-10"
3" - 6" FRACTURED GRANITE
(COLOR TO MATCH GRANITE)

PLANTING AREA / DG

PLANTING

AREA / DG
95% COMPACTED SOIL

WIDTH VARIES

SEE PLAN
MIRAFI 100X FILTER FABRIC
NOTE: SEE CIVIL PLANS FOR

AREAS OF GROUTED RIP RAP
DRAINAGE SWALES.

ROCK SWALE (TYPICAL)
3'-0" MIN
FILTER FABRIC UNDERFRACTURED ROCK.

ROOF DRAIN, TYP.

BUILDING FACADE
4"-8" FRACTURED GRANITE
ROCK, TYP.

NOTE:

1. RIP RAP SWALES VARY IN WIDTH AND LENGTH,
REFERENCE GRADING PLANS FOR MORE INFORMATION.

2. THIS DETAIL ALSO APPLIES TO RIP RAP SWALES IN

RETENTION BASINS

FINISH GRADE

DRAINAGE SWALE AT DOWNSPOUT

BARK MULCH (SEE

COVER SHEET FOR

COLOR, SIZE

AND DEPTH)

SUBGRADE SMOOTH TO
ALLOW FOR AN EVEN 2 INCH

APPLICATION OF TOP DRESSING

APPLY PRE-EMERGENT WEED

CONTROL TO SUBGRADE

FINAL APPLICATION OF WEED

CONTROL UPON COMPLETION

OF TOP DRESSING INSTALLATION

BARK MULCH
SCALE: N.T.S.
11 REFER TO TREE STAKING DETAIL
(INSTALL PARALLEL WITH CURB

LINES - SHOWNDIAGRAMATICALLY)

SET TREE PLUMBADJACENT SIDEWALKSTREET CURB

ROOT BARRIER (DEEPROOTBRAND OR EQUAL) - INSTALL
TOP OF BARRIER 12" ABOVE

FINISH GRADE, FOLLOW

MANUFACTURER
RECOMMENDATIONS.

CONSULT WITH PROJECTGEOTECHNICAL ENGINEER
FOR RECOMMENDED ROOTBARRIER DEPTH.
2" MULCH - SEE PLANS FOR TYPE
NOTE:

CONTRACTOR TO ENSURE

EACH TREE RECEIVESEMITTER(S) BRACING AS
SHOWN

ROOT BARRIER INSTALLATION

PLANTER WIDTH

SEE PLANS

ROOT BARRIER TO BE INSTALLED WHERE
ANY TREE IS LOCATED 5'-0" OR LESS

FROM ADJACENT HARDSCAPE, TYP
12 SCALE: N.T.S.

SCALE: N.T.S.
5 SCALE: N.T.S.
10 13
SCALE: N.T.S.
14 SCALE: N.T.S.
15 SCALE: N.T.S.
- NOT USED - - NOT USED - - NOT USED - - NOT USED -

BOULDER DETAIL
LANDSCAPE BOULDERSPER PLANS.

FINISH GRADE.UNDISTURBED OR

COMPACTED SUB GRADE
TO 95%.
2/3 HT. 1/3
the design element
landscape architecture
the design element, pllc
2211 east highland avenue
phoenix, arizona 85016
ph 602.244.1970
fax 602.244.1971
www.thedesignelementla.com
suite 120
Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
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06/21/2018
1801
YDG
Description Date

LANDSCAPE

DETAILS
SCALE: N.T.S.

NOTE:

ALL PIPE SLEEVES SHALL BE SCHEDULE 40 PVC AND INSTALLED WITH A MINIMUM OFFSET ATTHE JOINTS TO PERMIT EASY INSTALLATION AND REMOVAL OF THE IRRIGATION LINES. ALL PLASTIC LINES SHALL BE INSTALLED IN SLEEVES UNDER PAVED AREAS. SLEEVES SHALL EXTEND AT LEAST 12" BEYOND THE EDGES OF THE PAVEMENT. SIZE OF SLEEVES SHALL BE AS FOLLOWS:

NOTE:

ALL MAINLINE PIPE 2 1/2" AND LARGER SHALL BE A MINIMUM CLASS 200 RING-TIGHT PIPE.

MAINLINE 2" AND LESS SHALL BE A MINIMUM SCHEDULE 40 PVC. ALL LATERAL PIPE ABOVE 1/2" SHALL BE MINIMUM CLASS 200. ALL 1/2" LATERAL PIPE SHALL BE CLASS 315.

SLEEVE/PIPE SIZE
1-1/2"1-1/4"
SCALE: N.T.S.
16-2526 - 35 4"
3 1/2"
PIPE SIZE1", 1-1/4", 1-1/2"PIPE SIZE

PIPE SIZING SCHEDULE

SLEEVING SCHEDULE
1"3/4"1/2"1/2"3/4"
3"

FLOW (GPM)
11 - 156 - 100 - 5
PIPE SIZE3"2-1/2"2"
MIN. SLEEVE SIZE
2"2-1/2"
PIPE SIZE2", 2-1/4"3", 4"
121 - 150151 - 200

FLOW (GPM)
36 - 6061 - 8081 - 120
MIN. SLEEVE SIZE
4"6"

GATE VALVE DETAIL
SCALE: N.T.S.
2" OPERATING NUT/WHEEL.

GATE VALVE.PVC MAINLINE.
6" DIA.

SEE TRENCHING
DETAIL

PVC MAINLINE TO ADDITIONAL
ELECTRIC VALVES, REFER TO PIPE SIZING SCHEDULE.

BACKFLOW
PREVENTOR.

PVC LATERAL - REFER TO
PIPE SIZING SCHEDULE. (TYP.)

FLUSH CAP (TYP)
REFER TO FLUSH CAP DETAIL.

MULTI-OUTLET EMITTER (SHRUBS)
REFER TO EMITTER SIZING SCHEDULE.

MULTI-OUTLET EMITTER (TREES)
REFER TO EMITTER SIZING SCHEDULE.

ELECTRIC VALVE ASSEMBLY-
REFER TO IRRIGATION SCHEDULE.

ISOLATION GATE VALVE FOR
EACH ELECTRIC VALVE. (TYP.)

MAINLINE GATE
VALVE.

METER.

SCALE: N.T.S.

PIPE LAYOUT DETAIL

SINGLE OUTLET EMITTER (SHRUBS)
SCALE: N.T.S.

FINISH GRADE.

LATERAL LINE.

BEDDING IF IN ROCK
SEE SPECIFICATIONS.

MAINLINE.

WIRING TAPED EVERY 10".
18" MIN.

TRENCHING DEPTH DETAIL
SCALE: N.T.S.
12" MIN.

FLUSH CAP DETAIL
SCALE: N.T.S.
6 8
3 12
7 1
9 10 11
2 SCALE: N.T.S. SCALE: N.T.S.

NOTE:

1. EMITTER SYSTEM TO BE TOTALLY RIGID PVC UNLESS OTHERWISE NOTED.

TIE A LOOSE 20" LOOP IN ALL

WIRING AT CHANGES OF

DIRECTION GREATER THAN
30'. UNTIE ALL LOOPS AFTERALL CONNECTIONS HAVE
BEEN MADE.

NOTE:

1. PLACE ALL PIPE IN LANDSCAPE WITHIN
SPECIFIED PROPERTY.

2. INSTALL WIRING PER LOCAL CODE.3. SNAKE PLASTIC PIPING IN TRENCHES.4. COMPACT TRENCH THOROUGHLY TO MATCH ADJACENT SOIL DENSITIES.
4 SCALE: N.T.S.

SCALE: N.T.S.

DRIP VALVE ASSEMBLY
LOOP 1' OF 2 SPARE WIRES IN VALVE BOX
PVC SCH 40 EL (1 OF 2)BRICK (1 OF 4)PVC BALL VALVE
PVC SCH 40 TEE OR EL

PVC MAINLINE
3" MIN.

PRESS. REGULATOR & Y-STRAINER RAINBIRD NO. PSI-M40X AND QKCHK-100 30-INCH LINEAR LENGTH OF WIRE, COILED
3M DBY6 WATER PROOF CONNECTION (1 OF 2)

CHRISTY ID TAG

FINISH GRADE/TOP OF MULCH

VALVE BOX WITH COVER
REMOTE CONTROL VALVE: RAIN BIRD PEB SERIES
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

APPROVED GEOTECH FILTER
FABRIC EXTEND 10" UP BOX WALL.
3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
SCH 40 PVC SLIP X FPT EL
SCH 40 PVC STREET EL

PVC LATERAL PIPE
2"x2"x24" REDWOOD STAKE

HOSE BIB WITH HANDLE
BRICK (1 OF 2)

FINISH GRADE/TOP OF MULCH

NON-WOVEN LANDSCAPE FABRIC

VALVE BOX WITH COVER
STAINLESS STEEL HOSE CLAMP (1 OF 2)
3-INCH DEPTH OF 3/4-INCHWASHED GRAVEL
SCH 80 PVC NIPPLE, TBE (LENGTH VARIES)

PLAN VIEW

SECTION VIEW

QUICK COUPLER DETAIL
12" VALVE BOX FINISH GRADE
1/2" WASHED PEA
GRAVEL. 4" DEEP
SCH. 40 PVC TEE
SCH. 40 PVC ELL.

PVC MAINLINE
SCH. 40 PVC ELL.

SCH. 80 PVC NIPPLE

QUICK COULPER VALVE

PVC MAINLINE
0,16/23(211,33/(
ONE 1/2" REBAR SUPPORT
24" LENGTH

HOSE CLAMP

BRASS NIPPLE
LENGTH AS REQ.

QUICK COUPLER VALVE
NOTE:

1. ALL THREADED

CONNECTIONS TO BECOATED WITH TEFLON
LIQUID OR TAPE.

2. COMPACT SOIL AROUND

QUICK COUPLER VALVE

ASSEMBLY TO SAME DENSITYAS UNDISTURBEDADJACENT SOIL
1/2" CL 315 PVC PIPE

PLANT CENTERLINE
2" DECOMPOSED GRANITEPLANT PITROOT BALLFINISH GRADE
SINGLE-OUTLET EMITTER: LOCATE ON
UPHILL SIDE OF PLANT CENTERLINE. SEEEMITTER SCHEDULE.
4"-6" SHRUBS AND
GROUNDCOVER; 18" FOR TREES
1/2" PVC SCH 40

MALE ADAPTER
1/2" SCH 40 PVC TEE OR ELL
NOTE: 90 DEGREE ELL MAY BE USED IN LIEU OF 45 DEGREE IFPLANTER WIDTH IS LESS THAN SHOWN. 1/2" CL 315 PVC PIPE
NOTES:
12"
6"
2"

PLANT CENTERLINE
2" DECOMPOSED GRANITE

PLANT PITROOT BALL

FINISH GRADE
1/4" DISTRIBUTION TUBE,
5' MAXIMUM LENGTH
56" BOX48" BOX42" BOX36" BOX30" BOX24" BOX15 GAL.

PROVIDE EVENLY SPACED DISTRIBUTIONPOINTS AROUND TREE. FOLLOW EMITTER SCHEDULE FOR QUANTITIES.
66" BOX72" BOX60" BOX
7- 1 GPH EMITTERS
1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS1 GPH EMITTERS 20-20-20-20-16-20-20-
9-5- 1 GPH EMITTERS
MULTI-OUTLET EMITTER: LOCATEON UPHILL SIDE OF PLANTCENTERLINE. SEE EMITTER SCHEDULE.

1. EMITTER TUBING EMISSION POINTS SHALL BE

EQUALLY SPACED AND LOCATED TO DIRECT
WATER FLOW TO PLANT ROOTBALL.

2. AT LEAST ONE EMITTER TUBE TO BE LOCATED
WITHIN 4 INCHES OF PLANT CENTERLINE.

3. FOUR HOLES OPEN INITIALLY.
1/2" SCH 40 PVC TEE
OR EL
(OPTIONAL - SEE EMITTER SCHEDULE FOR

MULTI OR SINGLE EMITTER USE FOR

SHRUBS / GCOVER)
5 MULTI-OUTLET EMITTER (TREES)

VALVE BOX CARSON, AMETEK
OR EQ. PROVIDE A 6" DIA.

BOX FOR 2" GATE VALVE OR
SMALLER AND A 10" BOX FOR2" GATE VALVE AND LARGER.

COMPACT SOIL AROUND

CONTROL VALVE

ASSEMBLY TO SAME

DENSITY AS UNDISTURBED
ADJACENT SOIL.
6" PVC PIPE EXTENSION.
(LENGTH AS REQUIRED)
4" DEEP CLEAN WASHED
PEA GRAVEL. (TYP.)

CONCRETE THRUST BLOCK W/

ANCHOR STRAPS ON ALL MAINLINE
VALVES 2-1/2" AND LARGER.
30"

SIDE VIEW
24 VAC TO

CONTROL VALVES

FRONT VIEW
12"
1" PVC CONDUIT

FROM SOURCE
12"
1" RIGID STEEL
CONDUIT (120V)
16"

FINISHED GRADE
12" x 12" x 16"

CONCRETE BASE
EXAMPLE ONLY:

TO BE MODIFIED FOR

NEMA ENCLOSURE

SUPPORT AT BFP

AUTO CONTROLLER
1|" RIGID STEEL
CONDUIT (24V)
WELD _" P STELLCAP ON POST
1\" x 2" x 2.66#
RECT. STEEL TUBE

IRRIGATION CONTROLLER
LOOP 1' OF 2 SPARE WIRES IN VALVE BOX
PVC SCH 40 EL (1 OF 2)BRICK (1 OF 4)PVC BALL VALVE
PVC SCH 40 TEE OR EL

PVC MAINLINE
3" MIN.

PRESS. REGULATOR & Y-STRAINER RAIN BIRD NO. PSI-M40X
AND QKCHK-100
LD100 DECODER WITH SURGE SUPPRESSION & GROUND USE

APPROPRIATE DECODER PER VALVE BUILD UP
30-INCH LINEAR LENGTH OF WIRE, COILED
3M DBY6 WATER PROOF CONNECTION (1 OF 2)

CHRISTY ID TAG

FINISH GRADE/TOP OF MULCH

VALVE BOX WITH COVER
REMOTE CONTROL VALVE: RAIN BIRD PEB SERIES
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

APPROVED GEOTECH FILTER FABRIC
EXTEND 10" UP BOX WALL.
3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

VALVE DETAIL (ANNUALS)
-ORBACKFLOW PREVENTER the design element landscape architecture the design element, pllc 2211 east highland avenue phoenix, arizona 85016 ph 602.244.1970 fax 602.244.1971 www.thedesignelementla.com suite 120 Sheet No.Sheet Title
Plot Date:Project No.Drawn by:

Consultant
Seal
06/21/2018
1801
YDG
Description Date

IRRIGATION

DETAILS
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APPROACH 30" X 48"
APPROACH 30" X 48" TV
36" CLEAR APPROACH
TV
36" CLEAR APPROACH
36" CLEAR APPROACH
PUSH 48" X 48"
36" CLEAR APPROACH
TV
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DESK CLEARANCE

TABLE CLEARANCE

TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48" APPROACH 30" X 48"
DOOR+24 x 48 APPROACH
DOOR+24 x 48 APPROACH
36 WIDE CLEAR AISLE
APPROACH 30" X 48"

TABLE CLEARANCE TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48"

DUMPSTER
P

H E S P E R I A N B O U L E V A R D P
LP
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F I R E T R U C K A C C E S S

F I R E T R U C K A C C E S S
L

S K Y W E S T D R I V E

F I R E T R U C K A C C E S S

F I R E T R U C K A C C E S S
26'-0"
39'-2"
20'-0" SETBACK

MAIN HOTEL ENTRY

PHASE-II

DUMPSTER
16'-6"
26'-0"
16'-6" 2'-6" 7'-0"
2'-6" PARKING OVERHANG, TYP. PARKING STALL, TYP.

PARKING STALL, TYP. WALKWAY
15'-0
1 2
"
17'-11"

EXTERIOR POOL E M E R G E N C Y F I R E L A N E O N L Y 12'-9
1 2
"
89'-1"
M
M
M
M
PHASE - I, CONSTRUCTION TYPE-5A - MODULAR 4 STORY/ 131 KEY HOME 2 SUITES 278'-3"
71'-4"
B
B AS101
1 AS101
1 SIM.

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APPROACH 30" X 48"
APPROACH 30" X 48" TV
36" CLEAR APPROACH
TV
36" CLEAR APPROACH
36" CLEAR APPROACH
PUSH 48" X 48"
36" CLEAR APPROACH
TV
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DESK CLEARANCE

TABLE CLEARANCE

TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48" APPROACH 30" X 48"
DOOR+24 x 48 APPROACH
DOOR+24 x 48 APPROACH
36 WIDE CLEAR AISLE
APPROACH 30" X 48"

TABLE CLEARANCE

TABLE CLEARANCE
APPROACH 30" X 48"
APPROACH 30" X 48"

DUMPSTER
P

H E S P E R I A N B O U L E V A R D P
LP
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F I R E T R U C K A C C E S S

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L

S K Y W E S T D R I V E

F I R E T R U C K A C C E S S

F I R E T R U C K A C C E S S
8 26'-0"
39'-2"
20'-0" SETBACK

MAIN HOTEL ENTRY

PHASE-II

DUMPSTER FAA PROTECTED AREA, SOUTH OF THIS LINE
3 9 PARKING OVERHANG, TYP.
16'-6"
26'-0"
16'-6" 2'-6" 7'-0"
2'-6" PARKING OVERHANG, TYP. PARKING STALL, TYP.

PARKING STALL, TYP. WALKWAY
15'-0
1 2
"
17'-11"

EXTERIOR POOL
5 E M E R G E N C Y F I R E L A N E O N L Y
4 10
12'-9
1 2
"
89'-1"
M
M
M
MPHASE - I, CONSTRUCTION TYPE-5A - MODULAR 4 STORY/ 131 KEY HOME 2 SUITES 278'-3"
71'-4"
B
B
3 AS101
1 AS101
1 SIM. BUILDING SET BACK PROVIDED FRONT MIN. 47'-6 1/2" SIDE MIN. 131'-10" REAR MIN. 82'-0" AS100 CONCEPTUAL 1 SCALE: 1"=20'-0" SITE PLAN CONCEPTUAL SITE PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS PHASE I: HOTEL- HOME2 SUITES, BY HILTON 4 STOREY, 131 KEYS CONSTRUCTION TYPE- 3A OCCUPANCY TYPE R-1 APPROXIMATELY 280' LONG X 71' WIDE HIGHEST POINT 62' HIGH AREA PER FLOOR 19,150 SF X 4 LEVELS TOTAL AREA- 76,600 SF PHASE II: COMMERCIAL BUILDING 1-STORY CONSTRUCTION TYPE 5A APPROX. 105' X 57' MAX. HT 16' HIGH TOTAL AREA 5300 SF NOTES 1 2
3 4
5 6
7 8
910 PROPOSED PEDESTRIAN WALKWAY NOT USED PROPOSED BICYCLE PARKING STAND PROPOSED PUBLIC PLAZA PROPOSED PORTE COCHERE NOT USED NOT USED PROPOSED SIGNAGE FOR THE HOTEL PROPOSED SIGNAGE FOR THE COMMERCIAL/ RETAIL HOTEL - OUTDOOR POOL AREA NOTE: THIS IS CONCEPTUAL SITE PLAN. REFER TO CIVIL & LANDSCAPE DRAWINGS FOR DETAILED INFORMATION FAA PROTECTED AREA 1 N.T.S. KEY PLAN APPROXIMATE AREAS PROVIDED MIN./MAX REQUIRED TOTAL LAND AREA 160,772 S.F. MIN. 10,000 S.F. FLOOR AREA - HOTEL 19,150 S.F. FLOOR AREA - COMM / RETAIL 5,300 S.F. MAX. BUILDING AREA AT GRADE (HOTEL + COMM / RETAIL) 24,450 S.F. 15.2% 96,463 S.F. *MAX. 60% COVERAGE TOTAL BUILDING AREA 76,210 S.F. REQUIRED HOTEL 131 ROOMS +04 EMPLOYEES =135 SPACES RETAIL 5300 SF / 175 SF/SPACE = 31 SPACES TOTAL REQUIRED 135 + 31 = 166 SPACES ACCESSIBLE SPACES 05 REQUIRED ACCESSIBLE VAN SPACES 01 REQUIRED PROVIDED TOTAL PARKING SPACES PROVIDED =165 CAR SPACES USING PARKING CREDITS PER SECTION 10-2.406 CAR PARKING 165 4 MOTORBIKE PARKING 2 12 BICYCLE PARKING
3 TOTAL PROVIDED = 170 SPACES ACCESSIBLE SPACES 06 PROVIDED ACCESSIBLE VAN SPACES 02 PROVIDED M
B
8" REINFORCED CMU W/ TRUSS TYPE REINFORCING TURN SLAB EDGE DOWN CONTINUOUS REGLET AT ROOF FOR COUNTER FLASHING 8" CMU 'U' BLOCK 10'-0" TO TOP
OF 'U' BLOCK METAL COPING TO MATCH ADJACENT WALL COLOR OVER TREATED WOOD 1X BLOCKING AT TOP OF 8" 'U' BLOCK AS REQUIRED ALL INTERIOR CMU SURFACES PAINTED EXTERIOR FINISH SYSTEM (E.F.S.) 6" DIAMETER STEEL PIPE, CONC. FILLED BOLLARDS - PAINTED CONCRETE SLAB W/ REINFORCING -- SLOPE 1/4" PER FOOT TO AREA DRAIN -- REFER TO PLAN TURN SLAB EDGE DOWN GRADE, MAINTAIN POSITIVE DRAINAGE 8" CMU 'U' BLOCK DIAGONAL BRACING EA. SIDE WESTERN RED CEDAR OR EQUAL LOCKABLE HASP DROP ROD, 1" DIAMETER X 2'-0" LONG WITH 90 DEGREE BEND STEEL GATE POST EACH SIDE 10'-2"
10'-2"
10'-2"
10'-2" EX 7 EX 8 EX 7 EX 8 EX 7 EX 8 REINFORCED CMU WALL WITH E.F.S. ON EXTERIOR FACES ONLY 8" 23'-6" 23'-6" 8" 24'-10" 12'-8" PAINT INTERIOR SIDE OF WALL REINFORCED MASONRY PIERS 6" DIAMETER STEEL PIPE BOLLARDS FILLED W/ CONCRETE EXTERIOR FINISH SYSTEM (E.F.S.) EXTERIOR SIDE OF WALL REINFORCED MASONRY PIERS STEEL GATE POST EACH SIDE CONC. SLAB WITH REINFORCING 6" MINIMUM TURN SLAB EDGE DOWN -REFER TO SITE PLAN FROST PROOF HOSE BIBSLOPE 1/4" PER FOOT DOWNSPOUT AREA OF TRASH RECPT. (O.F.O.I.) 10'-0" X 10'-0" CLEAR AREA MIN. 6" DIA. STEEL PIPE BOLLARDS FILLED W/ CONCRETE EA. SIDE AREA DRAIN 3 AS101 2A AS101 01 8" 2B AS101 2D AS101 2C AS101 AS101 TRASH ENCLOSURE- ENLARGEMENT 1 SCALE: 1/4"=1'-0" TRASH ENCLOSURE PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 2 SCALE: 1/4"=1'-0" TRASH ENCLOSURE ELEVATION 3 SCALE: 1/4"=1'-0" TRASH ENCLOSURE SECTION F I N I S H K E Y : . . ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO CONCRETE EX 7 EX 8 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO CONCRETE 2D 2C 2B 2A ASPHALT OR CONC. PAVING SHALL COMPLY W/ LOCAL REQUIREMENTS - PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. 1 N O T E S:

STAIR #1 102 STAIR #2 140 KING 'A' 101 DOUBLE QUEEN (D) 106 ONE BEDROOM KING 'D' 112 ACC. KING (RIS) 138 ACC. DBL. QUEEN (TUB) 104 DOUBLE QUEEN (A) 108 DOUBLE QUEEN (A) 132 DOUBLE QUEEN (A) 134 DOUBLE QUEEN (A) 136 KING 'B' 103 KING 'B' 105 KING 'B' 107 ONE BEDROOM KING 'D' 111 ONE BEDROOM KING 'D' 127 KING 'B' 129 KING 'B' 131 KING 'B' 133 KING 'B' 135 KING 'B' 137 KING 'A' 139 CORRIDOR 141 APPROACH 30" X 48"
APPROACH 30" X 48" 36" CLEAR APPROACH 36" CLEAR APPROACH 36" CLEAR APPROACH PUSH 48" X 48" 36" CLEAR APPROACH FITNESS 024 DOUBLE QUEEN (C) 110 KING 'B' 109 DOUBLE QUEEN (A) 130 UP VESTIBULE MECH 001 002 LOBBY 003 CORRIDOR 142 REGISTRATION DESK 005 MARKET 004 BREAKFAST 006 WORK STATION 008 MANAGER'S OFFICE 009 SERVERY 007 CLOSET 010 ELEVATOR LOBBY 116 BREAK ROOM 012 LAUNDRY DISCHARGE 011 DRYER 013 LAUNDRY 014 STORAGE 015 FOOD PREP 016 MECHANICAL 019 SALES 017 UNISEX RESTROOM 027 MEN 020 WOMEN 021 PBX 022 CORR. 023 POOL MECH. 028 UP OUTDOOR POOL 029 POOL EQUIPMENT 032 OUTDOOR SEATING 033 VENDING 143 GUEST LAUNDRY 025 POOL STOR 031 POOL STOR. 030 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1 10.1 12.1 12.9 G 0.1A 0.2A 0.3A 0.4A ENG. OFFICE 018 ELECTRICAL 026 DESK CLEARANCE TABLE CLEARANCE TABLE CLEARANCE APPROACH 30" X 48" APPROACH 30" X 48" APPROACH 30" X 48" DOOR+24 x 48 APPROACH
DOOR+24 x 48 APPROACH 36 WIDE CLEAR AISLE APPROACH 30" X 48" TABLE CLEARANCE TABLE CLEARANCE APPROACH 30" X 48" APPROACH 30" X 48" PORTE COCHERE TRELLIS 1 A200 2 A200 A200 3 A200 4 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 7'-414" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 77'-418" 32'-2" 5'-63 4" 21'-1" 18'-63 8" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 83'-1" 30'-1" 13'-3" 11'-412" 35'-53 4" 4'-314" 26'-212" 13'-107 8" 8'-114" 41'-5" 4'-012" 50'-914" 11'-412" 58'-93 4" 102 102 A B 140A 140B 141A B 001A 001B 141A A 142A A 142A B 009A 010A 011A 011B 014A 013A 015A 016A 016B 017A 018A 019A 019B 020A021A 022A 002A 024A 026A 027A 028A 029A 029B 029C 030A 7'-63 8 14'-1" 13'-3" 13'-3" 13'-3" 14'-1" " 6'-53 4" 13'-3" 13'-3" 13'-3" 13'-3" 62'-15 8 4'-0 " 5 8" 20'-8" 18'-5" 39'-2" 120'-014" 12'-63 8" 71'-418" 1'-11" 1'-558" 12'-212" 15'-312"
7'-7"
6'-0"
5'-3" 6'-9" 26'-10" 11'-7"9" 3 PARTIAL A402 PARTIAL 5 A402 3 PARTIAL A402 PARTIAL 5 A402 032A 031A 5'-0" 51'-03 4" 5'-1112" AA B D D D D D D C C D D D D D D D D D D D D D D D D D D D D F G 6'-7" 3 A300 1 A300 2 A300 2 A301 1 A302
41'-6"
13'-8" 13'-7" 11'-7" 2'-4" N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" FIRST FLOOR PLAN A101 FIRST FLOOR PLAN GUESTROOM UNIT MATRIX ROOM TYPE FLOOR TOTAL 1st 2nd 3rd 4th 02 TOTAL KING 'A' 10 23 36 36 36 08360408 131 01 02 0601 01 - 01 01 03 10020102- 01- QUEEN-QUEEN 'A' ACC. QUEEN-QUEEN ROOM ( ACC. TUB) ONE BEDROOM KING (D) ACCESSIBLE ONE BEDROOM KING ROOM ACC. KING ROOM (RIS) 01 - - 02 HEARING IMPAIRED ROOMS 12 UNITS REQUIRED= # 101, 130, 138, 213, 227, 232, 310, 317, 329, 408, 418, 421 ACCESSIBLE ROOMS: (2) W/ RI SHOWER + (5) (ACC. TUB) REQUIRED = # 138, 238 (W/ RI SHOWER) + # 104, 138, 217, 304, 338, 438 (ACC. TUB) KING 'B' KING 'C' QUEEN-QUEEN 'B' QUEEN-QUEEN 'C' 09--01 1203 QUEEN-QUEEN 'D' 0201 KING 'E' - 02 130202 - 0201 011002021302020201 470706020406 01- 01 50'-914"
25'-438" 1 A201 1 A202 1 A2002 A200 A200 3 A200 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1 10.1 12.1 12.9 G 0.1A 0.2A 0.3A 0.4A STAIR #1 202 STAIR #2 240 KING 'A' 201 DOUBLE QUEEN (D) 206 ACC. KING (RIS) 238 DOUBLE QUEEN (A) 208 DOUBLE QUEEN (A) 220 DOUBLE QUEEN (A) 222 DOUBLE QUEEN (A) 224 DOUBLE QUEEN (A) 228 DOUBLE QUEEN (D) 230 DOUBLE QUEEN (D) 232 DOUBLE QUEEN (A) 234 DOUBLE QUEEN (A) 236 KING 'B' 203 KING 'B' 205 KING 'B' 207 KING 'B' 211 ACC. ONE BEDROOM 217 KING 'B' 223 KING 'B' 225 KING 'B' 227 KING 'C' 229 KING 'C' 231 KING 'B' 233 KING 'B' 235 KING 'B' 237 KING 'A' 239 VENDING 242 STORAGE 243 ELEVATOR LOBBY 216 HOUSEKEEPING 244 CORRIDOR 241 DOUBLE QUEEN (A) 218 DOUBLE QUEEN (A) 226 DOUBLE QUEEN 'C' 210 KING 'B' 209 KING 'E' 213 KING 'E' 215 ONE BEDROOM KING 'D' 212 KING 'B' 221 KING 'C' 219 COVERED ROOF SLOPE DW UP ELEV- 1 ELEV- 2 UP DW DW UP ACC. DBL. QUEEN (TUB) 104 TRELLIS 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 77'-418" 25'-438" 4'-8" 4'-8" 19'-114" 18'-638" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 216A 244A 240A 202A 243A 3'-117 8 26'-8 " 5 8 4'-0 " 12 84'-8 " 3 4 4'-0 " 12 26'-2 " 12 4'-3 " 14 35'-5 " 3 4 11'-4 " 12" 7'-818" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-1" 6'-53 4 12'-11 " 5 8" 13'-3" 13'-3" 13'-3" 33'-33 8" 13'-3" 19'-13 8" 12'-63 8" 71'-418" 79'-412" 26'-912" 52'-1112" 37'-5" 4'-012" 62'-15 8" 5'-3" 6'-0" 15'-312"9"
5'-0" 4'-8" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 13'-3" 6'-9" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-11" 1'-5" 6'-612" 13'-3" 13'-25 8" 7'-7"
7'-7" 3 PARTIAL A402 PARTIAL 5 A402 814" 5'-0" 6'-53 4 7'-8 " 3 4 7'-6 " 3 4" E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1 A300 2 A300 4 A300 4'-8"
5'-0" 3 A300 1 SCALE: 1/8"=1'-0" SECOND FLOOR PLAN A102 SECOND FLOOR PLAN N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS STAIR #1 302 STAIR #2 340 KING 'A' 301 DOUBLE QUEEN (D) 306 DOUBLE QUEEN (B) 338 DOUBLE QUEEN (A) 308 DOUBLE QUEEN (A) 320 DOUBLE QUEEN (A) 322 DOUBLE QUEEN (A) 324 DOUBLE QUEEN (A) 328 DOUBLE QUEEN (D) 330 DOUBLE QUEEN (D) 332 DOUBLE QUEEN (A) 334 DOUBLE QUEEN (A) 336 KING 'B' 303 KING 'B' 305 KING 'B' 307 KING 'B' 311 ONE BEDROOM KING 'D' 317 KING 'B' 323 KING 'B' 325 KING 'B' 327 KING 'C' 329 KING 'C' 331 KING 'B' 333 KING 'B' 335 KING 'B' 337 KING 'A' 339 VENDING 342 STORAGE 343 ELEVATOR LOBBY 316 HOUSEKEEPING 344 CORRIDOR 341 DOUBLE QUEEN (A) 318 DOUBLE QUEEN (A) 326 DOUBLE QUEEN 'C' 310 KING 'B' 309 KING 'E' 313 ACC. DOUBLE QUEEN 304 KING 'E' 315 ONE BEDROOM KING 'D' 312 KING 'B' 321 KING 'B' 319 ELEV- 1 ELEV- 2 UP DW DW UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1G 1 A200 316A 344A 340A 302A 343A A200 3 A200 4 2 A200 3 PARTIAL A402 PARTIAL 5 A402 50'-914" 25'-412" 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 77'-418" 25'-412" 4'-8" 4'-8" 19'-138" 18'-638" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 3'-117 8 26'-8 " 5 8 4'-0 " 12 84'-8 " 3 4 4'-0 " 12 26'-2 " 12 4'-3 " 14 35'-5 " 3 4 11'-4 " 12" 7'-818" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-1" 6'-53 4" 13'-3" 13'-3" 13'-3" 13'-3" 33'-33 8" 13'-3" 19'-114" 12'-65 8" 71'-43 8" 79'-412" 26'-912" 52'-1112" 37'-5" 4'-012" 62'-15 8" 5'-3" 6'-0" 15'-312"9"
4'-8" 4'-8" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 13'-3" 6'-9" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-11" 1'-5" 6'-612" 13'-3" 13'-25 8" 814" 5'-0" 6'-53 4 7'-8 " 3 4 7'-6 " 3 4" E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2 A300 1 A300 4 A300 5'-0"
5'-0" 3 A300 N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" THIRD FLOOR PLAN A103 THIRD FLOOR PLAN STAIR #1 402 STAIR #2 440 KING 'A' 401 DOUBLE QUEEN (D) 406 DOUBLE QUEEN (A) 408 DOUBLE QUEEN (A) 420 DOUBLE QUEEN (A) 422 DOUBLE QUEEN (A) 424 DOUBLE QUEEN (A) 428 DOUBLE QUEEN (D) 430 DOUBLE QUEEN (D) 432 DOUBLE QUEEN (A) 434 DOUBLE QUEEN (A) 436 KING 'B' 403 KING 'B' 405 KING 'B' 407 KING 'B' 411 ONE BEDROOM KING 'D' 417 KING 'B' 423 KING 'B' 425 KING 'B' 427 KING 'C' 429 KING 'C' 431 KING 'B' 433 KING 'B' 435 KING 'B' 437 KING 'A' 439 VENDING 442 STORAGE 443 ELEVATOR LOBBY 416 HOUSEKEEPING 444 CORRIDOR 341 DOUBLE QUEEN (A) 418 DOUBLE QUEEN (A) 426 DOUBLE QUEEN 'C' 410 KING 'B' 409 KING 'B' 413 KING 'B' 415 ONE BEDROOM KING 'D' 412 KING 'B' 421 KING 'B' 419 ELEV- 1 ELEV- 2 DW 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1G DW HS H
HS H DOUBLE QUEEN (B) 438 ACC. DOUBLE QUEEN 404 1 A200 416A 444A 440A 402A 443A A200 3 A200 4 2 A200 3 PARTIAL A402 PARTIAL 5 A402 50'-914" 25'-412" 278'-312" 11'-6" 1'-9" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-9" 11'-5" 13'-3" 13'-3" 77'-418" 25'-412" 4'-8" 4'-8" 19'-138" 18'-638" 23'-4" 5'-11" 23'-4" 6'-0" 6'-7" 3'-117 8 26'-8 " 5 8 4'-0 " 12 84'-8 " 3 4 4'-0 " 12 26'-2 " 12 4'-3 " 14 35'-5 " 3 4 11'-4 " 12" 7'-818" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 14'-1" 6'-53 4" 13'-3" 13'-3" 13'-3" 13'-3" 33'-33 8" 13'-3" 19'-114" 12'-65 8" 71'-43 8" 79'-412" 26'-912" 52'-1112" 37'-5" 4'-012" 62'-15 8" 5'-3" 6'-0" 15'-312"9"
4'-8" 4'-8" 13'-3" 13'-3" 13'-3" 13'-2" 6'-9" 13'-3" 6'-9" 13'-2" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 1'-11" 1'-5" 6'-612" 13'-3" 13'-25 8" 814" 5'-0" 6'-53 4 7'-8 " 3 4 7'-6 " 3 4" E E D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2 A300 1 A300 4 A300 5'-0"
5'-0" 3 A300 N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" FOURTH FLOOR PLAN A104 FOURTH FLOOR PLAN O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPE

SLOPE SLOPE

SLOPE SLOPE
SLOPE
SLOPE

SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE SLOPE
SLOPE
SLOPE

SLOPE SLOPE
SLOPE
SLOPE
SLOPE
SLOPE

SLOPE SLOPE OPEN TRELLIS COVERED ROOF

SLOPE SLOPE SLOPE
SLOPE SLOPE SLOPE SLOPESLOPE SLOPE SLOPE SLOPESLOPE VENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ABCDEF 22 1A 21.A 21 A.9 A.1 10.1 12.1 12.9 G 0.1A 0.2A 0.3A 0.4A 12'-10" 9'-10"
SLOPE
SLOPE
SLOPE 1 A200 2 A200 A200 3 A200 4 3 A110 TYP.
17'-4"
8'-8" 8'-8" 18'-7" 9'-312" 9'-312"
6'-212" 4'-11" 6'-212" 17'-4" 5'-0"
5'-0" 5'-0" 5'-0"
11'-9" 20'-9" 11 PARP. HT. 1 1 1 1 7 TYP 8 3 TYP 8 6 6 5 2 TYP 11 5 5 5 4 3 TYP 3 TYP 5 5 46 TYP 13 TYP 1 12 5 14 151515 2 A110 NOTE: (IF APPLICABLE) PROVIDE CONDUIT TO ROOF FOR H.I.B.S. SATELLITE DISH ON SEPARATE CIRCUIT. PROVIDE POWER ON ROOF FOR HEATER WHEN REQUIRED. 2 TYP 5 6 5 5 9 14'-3" SLOPE
SLOPE 2 A500 1 A500
8'-0"
9'-10" 12'-6" KYNAR FINISH VERTICALY APPLIED METAL PANELS (Berridge L-Panel) KYNAR FINISH CORNER FLASHING BY METAL PANEL MANUFACTURER CHANNEL CLOSURE W/ 4" END LAPS ZEE PURLINS TUBE STEEL COLUMN N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" ROOF PLAN A110 ROOF PLAN 3 SCALE: 1/2"=1'-0" PLAN DETAIL 2 SCALE: 1/4"=1'-0" ROOF PLAN - AT BEACON K E Y N O T E S: MEMBRANE ROOF, SLOPE STRUCTURE TO DRAIN TOWARDS ROOF DRAINS/GUTTERS TAPERED INSULATION CRICKET ROOF LEADER AND OVERFLOW DRAIN ROOF HATCH, SIZE PER LOCAL BUILDING CODES, ACCESSED VIA AN ALTERNATING TREAD STAIR ROOF PARAPET GRAVEL STOP EDGE EXHAUST FAN MAKE UP AIR UNIT ON ROOF CURB LAMINATED GLASS BEACON, REFER TO EXTERIOR ELEVATIONS LAUNDRY CHUTE VENT NOT USED MECHANICAL EQUIPMENT SCREEN TO BE TALL ENOUGH TO FULLY HIDE EQUIPMENT--PROVIDE CLEARANCE AND ACCESS AS REQUIRED BY EQUIPMENT MANUFACTURER AND/OR LOCAL CODE PROVISIONS ALUMINUM GUTTER AND DOWNSPOUT WALKWAY/ PROTECTION PAD IN CONTRASTING COLOR TO ROOF DASHED LINE INDICATES PATH OF FULLY CONCEALED ROOF LEADER FROM CANOPY ROOF TO EXTERIOR WALL CAVITY. CANOPY ROOF OVERFLOW SCUPPER 1234567834910371112131415 DECORATIVE METAL SCREEN DECORATIVE METAL SCREEN FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 EX 5 EX 5 24 14 4 EX 7 3 EX 8 16 EX 6 30 EX 10 EX 7 4 18 24 EX 10 14 39 39 A EX 8 3 EX 6 16 24 26 28 16 EX 6 25 31 17 EX 3 18 EX 5 EX 3 EX 3 GRAVEL STOP 8 EX 1 19 33 EX 1 8 31 EX 5 18 EX 7 4 3 EX 8 EX 7 4 3 EX 8 181818 EX 5 EX 5 EX 5 19 19 26 EX 5 17 EX 4A 17 EX 3 17 EX 3 17 EX 3 17 EX 4A 17 EX 3 16 EX 6 EX 7 4 3 EX 8 16 EX 6 19 19 181818 3131 25 GRAVEL STOP 33 24 24 EX 3 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" EX 5 EX 5 EX 5 FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 25 16 EX 6 EX 7 4 3 EX 8 9 9 14 EX 5 EX 5 17 EX 6 16 28 EX 1 8 EX 3 1724 26 1 4 EX 7 3 TYP. EX 817 EX 3 23 EX 9A 13 EX 9C 26 31 31 EX 5 18 EX 1 EX 5 17 17 EX 3 EX 4A 1818 16 EX 6 GRAVEL STOP 29 EX 10 33 31 EX 3 18 EX 5 17 17 EX 3 18 31 10 EX 4B EX 5 17 EX 5 17 3131 EX 5 EX 5 EX 5 EX 5 EX 5 EX 4A 17 16 EX 6 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" EX 7 4 3 EX 8 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 17 EX 4A DECORATIVE METAL SCREEN A A.1 A.9 B C D E F G FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" 24 4 EX 7 3 EX 8 30 3831 14 30 EX 10 313131 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 18181818 17 EX 3 EX 7 4 3 EX 8 EX 7 4 3 EX 8 16 EX 6 16 EX 6 EX 6 EX 6 17 EX 3 24 EX 9C 13 EX 9A 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2"
14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" DECORATIVE METAL SCREEN FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" G F E D C B A.9 A.1 A 24 1 38 A T.O. TILE T.O. CEMENT BOARD 24 EX 7 4 EX 8 3 28 TYP. 173037 18 EX 5 32 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 EX 5 181818 18181818 16 EX 6 16 EX 6 30 14 EX 10 EX 7 4 3 EX 8 17 EX 6 EX 6 2413 EX 9C EX 9A BUILDING ELEVATIONS 2 SCALE: 3/32"=1'-0" WEST ELEVATION 1 SCALE: 3/32"=1'-0" EAST ELEVATION 1/A200 F I N I S H K E Y : . . EX 1 NOT USED ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 4A EX 9A EX 8 ENVELOPE - LINK FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 EX 10 ENVELOPE - CANOPY STEEL COLOR: BENJAMIN MOORE OC-17 WHITE DOVE ENVELOPE - CORE DIRECT FINISH FIBER CEMENT BOARD EX 2 BEACON - REVEAL FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 398 FLOWER POWER ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS 3 SCALE: 3/32"=1'-0" NORTH ELEVATION 4 SCALE: 3/32"=1'-0" SOUTH ELEVATION 3/A200 4/A200 2/A200HESPERIAN BLVD N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS A200 EX 9B BEACON - BAND COPING COLOR: BENJAMIN MOORE OC-65 CHANTILLY LACE EX 9C BEACON - GLASS CROWN TRANSLUCENT WHITE GLASS EX 4B ENVELOPE - KEEP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK NOTE: REFER PROTOTYPE BRAND STYLE GUIDE FOR SIGNATURE ARCHITECTURAL GESTURE INFORMATION. K E Y N O T E S: APPROXIMATE LINE OF GRADE ABOVE GRADE EXPOSED FOUNDATION WALL MASONRY OR TILE - BASE MASONRY OR TILE - FIELD - ASHLAR PATTERN CONCRETE FOOTING AND FOUNDATION WALL AS REQUIRED PER LOCAL FROST DEPTHS OCULUS NOT USED ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED GLAZING WITH INTEGRAL ALUMINUM LOUVER AT PTAC UNITS ALUMINUM STOREFRONT SYSTEM W/ THERMAL BROKEN FRAME AND INSULATED GLAZING ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME AND INSULATED GLAZING EXHAUST, REFER TO MECHANICAL DRAWINGS ALUMINUM SLIDING ENTRY DOOR W/ INSULATED GLAZING BEACON - BEAM - REFER TO A5.02 SECTIONS FOR MORE INFORMATION PAINTED TUBE STEEL CANOPY W/ STAINED WOOD TRELLIS TONGUE N GROOVE WOOD PLANK CEILING, STAINED ENVELOPE - CORE FINISH -REFER TO A5.02 ENVELOPE - WRAP FINISH -REFER TO A5.02 FINISH CONTROL JOINT OVERFLOW SCUPPER -BASIS OF DESIGN NESCO MFG INC. - MODEL # SCT914R -- REFER ALSO TO DETAIL 6J/A6.12 TAMPER RESISTANT, RECESSED HOSE BIB - MOUNT TOP AT +12" A.F.F. ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE SIGNAGE --REFER TO EXTERIOR SIGNAGE SPECIFICATIONS KYNAR FINISH ALUMINUM COPING SYSTEM --COLOR TO MATCH ADJACENT MATERIAL KYNAR FINISH ALUMINUM GRAVEL STOP --COLOR TO MATCH ADJACENT MATERIAL REVIEW ALL VIEWS AROUND PROPERTY BEFORE LOCATING ALL ROOF TOP MECHANICAL UNITS. VERIFY ALL EQUIPMENT IS ADEQUATELY SCREENED NOT USED PAINTED ALUMINUM OUTSIDE CORNER BY FRY REGLET, COLOR TO MATCH ADJACENT ENVELOPE - CORE FINISH EXHAUST VENT -- COLOR TO MATCH ADJACENT MATERIAL LIGHT FIXTURE --REFER TO CEILING PLAN EXPANSION JOINT @ FLOOR LINE W/ BACKER ROD AND SEALANT ALUMINUM LOUVER -- COLOR TO MATCH ADJACENT MATERIAL MATCHING ADJACENT WALL BUILDING HEIGHT DIMENSIONS ARE BASED ON WOOD FRAME CONSTRUCTION. THESE DIMENSIONS WILL VARY BASED ON FINAL BUILDING CONSTRUCTION. INTERIOR CEILING HEIGHT DIMENSIONS ARE CRITICAL TO MAINTAIN AS MINIMUMS. CONCRETE PAD - REFER TO AREA DEVELOPMENT PLAN ACCESS OPENING INTO BEACON ALUMINUM GUTTER AND DS. COLOR TO MATCH ADJ. MATERIAL ACCESSIBLE KEY CARD READER WIRED TO ELECTRIC STRIKE IN DOOR - TOP OF READER AT 48" MAX. HEIGHT POOL PERIMETER FENCE AS REQUIRED BY CODE W/ 3'-0" GATE PRECAST COPING 123456789101112131415161718192021222324252627282930313233343536373839 8 9 10 11 12 13 14 EX 5 EX 5 24 14 4 EX 7 3 EX 8 16 EX 6 30 EX 10 EX 7 4 18 24 EX 10 14 39 39 A EX 8 3 EX 6 16 31 EX 5 EX 3 8 19 EX 5 17 EX 3 EX EX 7 4 25 24 E F G 24 4 EX 7 3 EX 8 30 3831313131 17 EX 3 7 4 3 EX 8 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" G F 24 1 38 A T.O. TILE T.O. CEMENT BOARD 24 EX 7 4 EX 8 3 32 EX 7 4 3 EX 8 14'-0" 10'-8" 10'-8" 10'-8"
50'-2"
4'-2" FIRST FLOOR 0'-0" SECOND FLOOR 14'-0" THIRD FLOOR 24'-8" FOURTH FLOOR 35'-4" TOP OF STRUCTURE 44'-1 1/2" MAX. BUILDING HEIGHT 58'-2" TOP OF PARAPET 11'-0" EX 7 4 EX 8 3 TV 013 DRYER OUTDOOR 029 POOL OUTDOOR 033 SEATING POOL 032 EQUIPMENT POOL 031 STOR STOR. 030 STOR SWIMMING POOL ELEVATIONS 1 SCALE: 3/32"=1'-0" WEST ELEVATION F I N I S H K E Y : . . EX 1 ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 4A EX 9A EX 8 ENVELOPE - LINK FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 EX 10 ENVELOPE - CANOPY STEEL COLOR: BENJAMIN MOORE OC-17 WHITE DOVE ENVELOPE - CORE DIRECT FINISH FIBER CEMENT BOARD EX 2 BEACON - REVEAL FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 398 FLOWER POWER ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS 2 SCALE: 3/32"=1'-0" NORTH ELEVATION 3 SCALE: 3/32"=1'-0" SOUTH ELEVATION 2/A201 3/A201 1/A201HESPERIAN BLVD N.T.S KEY PLAN SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: AB PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 5. RESPONSE TO 10/02/18 AVK CITY'S COMMENTS-2A201 EX 9B BEACON - BAND COPING COLOR: BENJAMIN MOORE OC-65 CHANTILLY LACE EX 9C BEACON - GLASS CROWN TRANSLUCENT WHITE GLASS EX 4B ENVELOPE - KEEP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2139-10 RIVER ROCK NOTE: REFER PROTOTYPE BRAND STYLE GUIDE FOR SIGNATURE ARCHITECTURAL GESTURE INFORMATION. K E Y N O T E S: APPROXIMATE LINE OF GRADE ABOVE GRADE EXPOSED FOUNDATION WALL MASONRY OR TILE - BASE MASONRY OR TILE - FIELD - ASHLAR PATTERN CONCRETE FOOTING AND FOUNDATION WALL AS REQUIRED PER LOCAL FROST DEPTHS OCULUS NOT USED ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME, INSULATED GLAZING WITH INTEGRAL ALUMINUM LOUVER AT PTAC UNITS ALUMINUM STOREFRONT SYSTEM W/ THERMAL BROKEN FRAME AND INSULATED GLAZING ALUMINUM FIXED WINDOW W/ THERMAL BROKEN FRAME AND INSULATED GLAZING EXHAUST, REFER TO MECHANICAL DRAWINGS ALUMINUM SLIDING ENTRY DOOR W/ INSULATED GLAZING BEACON - BEAM - REFER TO A5.02 SECTIONS FOR MORE INFORMATION PAINTED TUBE STEEL CANOPY W/ STAINED WOOD TRELLIS TONGUE N GROOVE WOOD PLANK CEILING, STAINED ENVELOPE - CORE FINISH -REFER TO A5.02 ENVELOPE - WRAP FINISH -REFER TO A5.02 FINISH CONTROL JOINT OVERFLOW SCUPPER -BASIS OF DESIGN NESCO MFG INC. - MODEL # SCT914R -- REFER ALSO TO DETAIL 6J/A6.12 TAMPER RESISTANT, RECESSED HOSE BIB - MOUNT TOP AT +12" A.F.F. ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE ENVELOPE - ACCENT FINISH -REFER TO STYLE GUIDE SIGNAGE --REFER TO EXTERIOR SIGNAGE SPECIFICATIONS KYNAR FINISH ALUMINUM COPING SYSTEM --COLOR TO MATCH ADJACENT MATERIAL KYNAR FINISH ALUMINUM GRAVEL STOP --COLOR TO MATCH ADJACENT MATERIAL REVIEW ALL VIEWS AROUND PROPERTY BEFORE LOCATING ALL ROOF TOP MECHANICAL UNITS. VERIFY ALL EQUIPMENT IS ADEQUATELY SCREENED NOT USED PAINTED ALUMINUM OUTSIDE CORNER BY FRY REGLET, COLOR TO MATCH ADJACENT ENVELOPE - CORE FINISH EXHAUST VENT -- COLOR TO MATCH ADJACENT MATERIAL LIGHT FIXTURE --REFER TO CEILING PLAN EXPANSION JOINT @ FLOOR LINE W/ BACKER ROD AND SEALANT ALUMINUM LOUVER -- COLOR TO MATCH ADJACENT MATERIAL MATCHING ADJACENT WALL BUILDING HEIGHT DIMENSIONS ARE BASED ON WOOD FRAME CONSTRUCTION. THESE DIMENSIONS WILL VARY BASED ON FINAL BUILDING CONSTRUCTION. INTERIOR CEILING HEIGHT DIMENSIONS ARE CRITICAL TO MAINTAIN AS MINIMUMS. CONCRETE PAD - REFER TO AREA DEVELOPMENT PLAN ACCESS OPENING INTO BEACON ALUMINUM GUTTER AND DS. COLOR TO MATCH ADJ. MATERIAL ACCESSIBLE KEY CARD READER WIRED TO ELECTRIC STRIKE IN DOOR - TOP OF READER AT 48" MAX. HEIGHT POOL PERIMETER FENCE AS REQUIRED BY CODE W/ 3'-0" GATE PRECAST COPING 123456789101112131415161718192021222324252627282930313233343536373839 ENVELOPE - ACCENT METAL /BAND -REFER TO STYLE GUIDE 4'-2" TOP OF PARAPET 4'-2" TOP OF PARAPET 4 SCALE: 1/4"=1'-0" POOL PLAN 11'-0" TOP OF PARAPET 4'-2" TOP OF PARAPET 11'-0" TOP OF PARAPET 4'-2" TOP OF PARAPET 11'-0" TOP OF PARAPET TOP OF TRELLIS 9'-7" TOP OF TRELLIS 9'-7" STRING LIGHT STRING LIGHT 4 TOTAL(6)EXTERIORBEACONUPLIGHT;
4’SINGLELIGHT;32W;COLOR:WHITE
(LITHONIALIGHTING#ZL2NL482000LM
MDDMVOLT30K80CRIWH)

REFERSPECSHEETFORMOREDETAILS
SLOPE

SLOPE SLOPE
SLOPE 1 2 3 4 5 6 7 8 ABEDC O.D. R.D. SLOPE SLOPE O.D. R.D. SLOPE SLOPESLOPE 106'-0" 26'-11"
26'-1" 19'-6" 77'-0" 9'-6"
57'-1"
4'-1" 6'-0" 25'-0" 25'-0" 21'-0"
13'-012" 13'-012" SPACE-1 SPACE-2 SPACE-3 SPACE-4 3B A3003D A300 3C A300 3A A300 1 2 3 4 5 6 7 8 ABED 4'-6" 15'-0" C FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 7 EX 3 EX 3 EX 3 EX 3 EX 3 EX 3 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 6 EX 5 EX 1 EX 1 EX 1 EX 1 1 2 3 4 5 6 7 8 8 7 6 5 4 3 2 1 E D C B A A B C D E SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS 1 SCALE: 1/8"=1'-0" FLOOR PLAN A300 COMMERCIAL BUILDING: PLANS & ELEVATIONS 2 SCALE: 1/8"=1'-0" ROOF PLAN 3 SCALE: 1/8"=1'-0" ELEVATIONS ENVELOPE - ACCENT METAL ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 1 ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 8 ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS 3B 3A 3D 3C FINISH KEY 2/A300 3/A300 1/A300 4/A300

HESPERIAN BLVD
FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" FIRST FLOOR 0'-0" FIRST FLOOR 0'-0" ROOF 14'-0" ROOF 14'-0" EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 7 EX 8 EX 8 EX 8 EX 8 EX 7 EX 3 EX 3 EX 3 EX 3 EX 3 EX 3 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 5 EX 6 EX 6 EX 5 EX 1 EX 1 EX 1 EX 1 SHEET NO. DESCRIPTION DATE BY DATE: 08.08.2018 DRAWN BY: AB, AVK CHKD. BY: JV PROJECT NO.: 17-012 22005 SKYWEST DR, HAYWARD CITY, CA WARNING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF THE ARCHITECT OR ENGINEER, TO ALTER OR REPRODUCE THESE DRAWINGS IN ANY WAY. HOTELS, HOUSING & MIXED USE IMPORTANT NOTICE TO ALL CONTRACTORS AND OR SUBCONTRACTORS: (COMPLETE BUILDING SYSTEMS AND OR INSTALLATIONS) IF AWARDED A CONTRACT FOR ANY PORTION OF WORK NEEDED TO COMPLETE THIS PROJECT YOU ARE AGREEING TO THE FOLLOWING TERMS: 1. YOU ARE A QUALIFIED CONTRACTOR AND OR SUBCONTRACTOR SPECIFICALLY IN PROVIDING A COMPLETE TURNKEY SERVICE IN YOUR TRADE OR PROFESSION FOR THE TYPE OF WORK AND SCOPE FOR THIS PROJECT. 2. YOU AGREE TO PROVIDE A COMPLETE DESIGN BUILD SOLUTION BASED ON THE ARCHITECTS INTENDED DESIGN FOR THIS PROJECT. 3. YOUR BID INCLUDED ALL THE STEPS, PROCESSES, MATERIALS, PRODUCTS, GOVERNING PERMITS AND APPROVALS NECESSARY TO PROVIDE A COMPLETED AND WARRANTED SYSTEM OR INSTALLATION THAT DOES NOT REQUIRED ANOTHER CONTRACTOR OR PRODUCT TO COMPLETE YOUR SCOPE OF WORK. 4. YOUR BID MUST HAVE INCLUDED ANY DESIGN INFORMATION REFERENCED WITHIN ANY CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OR PLUMBING DRAWINGS; ALSO NOTE THESE DRAWINGS ARE SCHEMATIC AND ARE INTENDED TO SHOW ONLY BASIC CONCEPTS AND GENERAL INFORMATION. THE COMPLETION OF YOUR WORK MAY INCLUDE OTHER STEPS, PROCESSES, MATERIALS, PRODUCTS, LABOR, GOVERNING PERMITS AND OR APPROVALS NECESSARY TO PROVIDE A COMPLETE SYSTEM INSTALLATION WHETHER SUGGESTED ON THE DRAWINGS OR NOT. 5. AS AN EXAMPLE: ITEMS AND OR TASKS LIKE; FIRE CAULK, DRAFT STOPS, FASTENERS, ANCHORS, EMBEDMENTS, DUMPSTERS, DEBRIS CLEAN UP, ETC. ARE YOUR RESPONSIBILITY. ANY WORK NOT COMPLETED IN A TIMELY MANNER, OR INCOMPLETE WORK WILL BE BILLED BACK TO THE CONTRACTOR AND OR SUBCONTRACTOR, AT THE OWNERS' DISCRETION. 1. PRE-APPLICATION 01/29/18 AVK SUBMISSION 2. DEVELOPMENT 06/25/18 AVK PERMIT SUBMISSION NOT FOR CONSTRUCTION 3. FRANCHISE 30% 07/13/18 AB SUBMISSION 4. RESPONSE TO 08/30/18 AVK CITY'S COMMENTS A301 COMMERCIAL BUILDING: COLOR ELEVATIONS 1 SCALE: 1/8"=1'-0" ELEVATIONS 3B 3A 3D 3C ENVELOPE - ACCENT METAL ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 1 ENVELOPE - WRAP FIBER CEMENT BOARD COLOR: BENJAMIN MOORE PAINT: 2151-60 LINEN SAND EX 3 ENVELOPE - CORE FIBER CEMENT BOARD COLOR: BENJAMIN MOORE 2168-20 PUMPKIN CREAM EX 6 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS EX 7 EX 8 ENVELOPE - ACCENT OPTION ALUMINIUM COLOR: BENJAMIN MOORE OC-28 COLLINGWOOD EX 5 ENVELOPE - SUPPORT LARGE FORMAT TILE LEVANTINA TECHLAM 3+ VULCANO GAS FINISH KEY 2/A300 3/A300 1/A300 4/A300

HESPERIAN BLVD
Catalog
Number
Notes
Type

Page 1 of 4 ends

INDUSTRIAL ZL2N
Lensed LED Striplight
ZL2N
24" and 48" Lengths

FEATURES & SPECIFICATIONS
INTENDED USE — Sharing many popular Z Series elements, this solid-state strip offers long maintenance-free life, several color temperatures, lumen outputs and lengths. Ideal for new construction and retrofit applications in T5 and T8 lengths. Ideal for uplight and downlight in commercial, retail, manufacturing, warehouse, cove and display applications.

CONSTRUCTION — Compact-design channel and cover are formed from code-gauge, cold-rolled steel.

Improved easy "snap 'n' lock" end plates allow for quick attachment.

Finish: Paint options include high-gloss, baked white enamel (WH), galvanized (GALV), matte black (MB) and smoke gray (SKGY). Five-stage iron phosphate pre-treatment ensures superior paint adhesion and rust resistance.

OPTICS — Replaceable medium diffuse lens (up to 10%) offer ingress protection from debris.

ELECTRICAL — Utilizes high-output LEDs integrated on a two-layer circuit board, ensuring cool-running operation. Internal pluggable wiring harness prevents wiring errors. Electronic LED driver is rated for 75 input watts maximum (see Operational Data on page two for actual wattage consumption), multi-volt input and 0-10V dimming standard. This fixture is designed to withstand a maximum line surge of

1.5kV at 0.75kA combination wave for indoor locations, for applications requiring higher level of protection additional surge protection must be provided.

LEDs provide 83 CRI at 3000 K, 3500 K,4000 K or 5000 K.

Lumen output ranges from 2100 to 6000 lumens. Beam angle is 110 FWHM (full width at half maximum).

Lumen output up to 1,300 lumens per foot. In 86°F (30°C) ambient environments, L70 is predicted to be 100,000+ hours, L85 at 44,000 hours. Luminaire should be installed in applications where ambient temperatures do not exceed 86°F (30°C). Ambient temperatures that exceed 86°F (30°C) will result in reduced life and will void warranty.

INSTALLATION — Tool-less channel cover for easy installation.

Fixture may be surface, pendant or stem mounted. Three-point aligner locks in place for easy continuous row mounting.

LISTINGS — UL Listed. CSA certified to US and Canadian safety standards. For use in damp locations between -4°F (-20°C) and 86°F (30°C).

WARRANTY — 5-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx Note: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25 °C.

Specifications subject to change without notice.

Notes
1 See Operational Data on page 2 for actual lumens.
2 Not available with L24, 24" fixture. 347V and 480V utilize a step-down transformer. 3 See ordering information on page 3.
4 Not available with cordsets.
5 Use ZSPRG for surface mounting when order this option. 6 Specify voltage, 120 or 277.
7 Output is 1400 lumens.
8 Cordsets exit back of fixture unless OUTEND option is specified. 9 XX denotes length.

Accessories: Order as separate catalog number.

ZACVH Aircraft cable with hook
HC36 Hanger chain, 36"
ZSPRG For 15/16" T-grid only
LSXR Sensor Switch® LSXR occupancy sensor3
ZL2N
Series Length Nominal lumens1 Diffuser Voltage
ZL2N Lensed LED striplight L24 24"
L46 46"
L48 48"
2000LM 2,000 lumens
2000LM 2,000 lumens
3000LM 3,000 lumens
5000LM 5,000 lumens
MDD Medium diffuse
ZSD Zebra striped lens
MVOLT 120-277V
120 120V
208 208V
240 240V
277 277V
347 3472
480 4802
Color temperature Color rendering index Options Paint finish 40K 4000 K
30K 3000 K
35K 3500 K
50K 5000 K
80CRI 80 CRI
90CRI 90 CRI
PLR Plug-in wiring3
PLR1LVG Plug-in wiring low
voltage5
BSL722 Emergency battery
pack2,6,7
OUTEND Cord set to exit
endplate of fixture
Cord sets: 8
CS1W Straight plug, 120V
CS3W Twist-lock, 120V
CS7W Straight plug, 277V
CS11W Twist-lock, 277V
CS25W Twist-lock, 347V
CS97W Twist-lock, 480V
CS93W 600V SEOOW white cord, no plug (no voltage required) WH White
GALV Galvanized
MB Matte black
SKGY Smoke gray
ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: ZL2N L48 3000LM MDD MVOLT 40K 80CRI WH Replacement Lens
LZL2 XX MDIF Medium-diffuse lens. Specify length
24 or 48 (example: LZL2 24 MDIF)9

Page 2 of 4 ends

INDUSTRIAL ZL2N
ZL2N LED Striplight

OPERATIONAL DATA
Nominal
lumen
package
Length
(inches)
Delivered lumens
3000 K CCT @ 77°F
(25°C) ambient
temperature
Delivered lumens
3500 K CCT @ 77°F
(25°C ) ambient
temperature
Delivered lumens
4000 K CCT @ 77°F
(25°C) ambient
temperature
Delivered lumens
5000 K CCT @ 77°F
(25°C) ambient
temperature
Wattage @
120V/277V Comparable light source
2,000LM 24 2, 009 2,092 2,249 2,457 34W/32W 1-lamp 32W T8, 1-lamp 54W T5HO, 50W HID 2,000LM 46 or 48 1,830 1,905 2,048 2,237 32W/31W 1-lamp 32W T8, 1-lamp 54W T5HO, 50W HID 3,000LM 46 or 48 2,835 2,952 3,173 3,467 42W/41W 2-lamp 32W T8, 1-lamp 54W T5HO, 70W HID 5,000LM 46 or 48 4,274 4,450 4,784 5,226 72W/70W 2-lamp 32W T8, 1-lamp 54W T5HO, 70W HID

PROJECTED LUMEN MAINTENANCE
Operating hours 0 10,000 20,000 30,000 40,000 50,000 60,000 100,000 Lumen maintenance factor 1 0.9466 0.9173 0.8888 0.8613 0.8346 0.8088 0.7131 Based on incomplete LM-80 data. Update expected Q1 2014.

PHOTOMETRICS
Please see www.lithonia.com.

DIMENSIONS
All dimensions are shown in inches (centimeters) unless otherwise noted.

Specifications subject to change without notice.
48-1/8
(122.2)
21-5/8
(54.9)
2-1/2
(6.3)
1-3/8
(3.6)
21-5/8
(54.9)
1-3/8
(3.6)
2-1/2
(6.3)
KO SIZE = 7/8 (22) Dia
SLOT SIZE = 1/2 (12.7) X 1/8 (4.0)
3-3/8
(8.6)
3-1/2
(8.9)
1-1/4
(3.0)
24-1/8
(61.3)
2-1/2
(6.3)
1-3/8
(3.6) 1-3/8
(3.6)
2-1/2
(6.3)
9-5/8
(24.4)
9-5/8
(24.4)

PALLET DIMENSIONS
Length Approximate
weight
Fixtures per
pallet
Approximate pallet
dimensions
(L x W x H)
L24 6 lbs 408 46" x 46" x 32-11/18"
L46 8 lbs 178 46" x 46" x 31-1/3"
L48 8 lbs 178 46" x 46" x 31-1/3"
L92 16 lbs 176 98-1/2" x 46" x 31-1/16"
L96 16 lbs 176 98-1/2" x 46" x 31-1/16"

Page 3 of 4 ends

INDUSTRIAL ZL2N
ZL2N LED Striplight

PRODUCT INFORMATION
Advanced plug-in system with three-circuit capability. Available on industrial and strip products and a variety of architectural products mounted in continuous rows. 1, 2, 3 and 4-lamp fixtures. PLR22 (2-circuit) and PLR33 (3-circuit) crossover harness switches hot circuit serving next fixture in row. Reduces fixture types on job for alternating circuit applications (see example below.) Easy one-step installation, saves up to 35% on labor costs. Expanded switching flexibility helps save energy.

Rows can be 50% longer with two-circuit systems. Polarized, lock-together nylon connectors prevent miswiring in the field. #12 THHN conductor, rated 600V, 90°C. White neutral wire included. Grounding accomplished by fixture in-row connectors.

CSA certified systems available with up to 2 circuits. G ground required.

Note: Specifications subject to change without notice.

Wiring
PLR
Advanced 3-Circuit Plug-In
Typical Applications
• Multiple-circuit and single-circuit for longer continuous rows • Multiple-circuit with alternating fixtures on separate circuits, 2-circuit (PLR 22) and 3-circuit (PLR 33)
• Multiple circuit with night-lights located along row as desired

TYPICAL APPLICATIONS
PLR 3 C PLR 3 C PLR 3 C PLR 3 C PLR 2 B PLR 2 B PLR 2 B PLR 2 B PLR 1 PLR 1 PLR 1 (All PLR22)
Circuit A Circuit B Circuit A Circuit B Circuit A Circuit B Circuit A Circuit B Circuit A Circuit B Circuit A (All PLR33)
Circuit A Circuit B Circuit C Circuit A Circuit B Circuit C Circuit A Circuit B Circuit C Circuit A Circuit B PLR 3 A PLR 3 A PLR 3 A PLR 3 C PLR 3 B PLR 3 B PLR 3 B PLR 3 C PLR 3 A PLR 3 A PLR 3 A Series Number of hot wires Branch circuits Dimming Ground PLR
PLR22
PLR33
(blank) Not required for 22 or 33
1 Black
2 Black and red
3 Black, red and blue
Circuits to which ballast is connected
(blank) Not required for 22 or 33
A Black wire
B Red wire
C Blue wire
LV Low-voltage dimming (blank) No ground in PLR
G Ground. Maximum 2 circuits
ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative.

Passive Infrared Indoor Occupancy Sensor
LSXR
Single Relay

PRODUCT INFORMATION
A standard occupancy time delay is also present to ensure lights turn off (once minimum on timer has also elapsed) if no occupancy is detected.

This timer is factory set at 10 minutes to promote energy savings, but is adjustable between 30 seconds and 30 minutes. These adjustments may be done through the unit’s push-button.

FEATURES
• Four interchangeable lenses - high mount 360°, low mount 360°, high mount aisleway, and small motion 360°.
• Integrated mounting bracket drops lens down 3" from chase nipple - no bracket accessory required. • 100% digital PIR detection - provides excellent RF immunity Note: Specifications subject to change without notice.

ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: LSXR 10 ADC HVOLT 30M LSXR
Series Lens option Dimming/photocell
LSXR Passive Infrared Indoor
Occupancy Sensor
(blank) No lens
6 High mount, 360®
10 Low mount, 360°
50 High mount aisleway
9 Small motion, 360°
610 High and low mount 360°
650 High mount 360° and aisleway
3PK High and low mount 360° and aisleway
4PK All lenses
(blank) None
HL High/low occupancy operation
P Switching photocell (on/off)
ADC Dimming and switching photocell
ANL Dimming and switching photocell with
high/low occupancy operation
Voltage Max dim level Min dim level Lead length Temp humidity Default time delay (blank) 120-277 VAC
(MVOLT)
HVOLT 347-480 VAC
(blank) 10 VDC
9H 9 VDC
8H 8 VDC
7H 7 VDC
(blank) Minimum dimming level of ballast
1V 1 VDC
2V 2 VDC
3V 3 VDC
4V 4 VDC
5V 5 VDC
6V 6 VDC
(blank) 14"
42L 42"
(blank) None
LT Low temperature
(blank) 10 minutes (with minimum
15 minutes on time)
5M 5 minutes (LED only)
15M 15 minutes
20M 20 minutes
30M 30 minutes
For additional information see www.lithonia.com

Page 4 of 4 ends

OPTIONS AND ACCESSORIES
The Z Series fixture offers numerous options for almost every electrical and optical component, including a long list of field-installable accessories.

ZL2N LED Striplight

HANGER CHAIN
36" chain with Y hanger.

Order as:

HC36

Z SPRING HANGER
Snap ‘n’ lock design requires no fasteners and can
be used on T-grid ceiling or universal mounting
systems.

Order as:

ZSPRG

ZACVH HANGER
10' Aircraft cable with Y hanger.

Order as:

ZACVH
Attachment III

Page 1 of 15 ends

CITY OF HAYWARD

PLANNING DIVISION

SITE PLAN REVIEW
APPLICATION NO. 201803495

FINDINGS OF APPROVAL
EFFECTIVE DATE JANUARY 31, 2019
Section 1. Background

1. On July 9, 2018, Jayvant Shah, on behalf of KG Hotel (Applicant) filed Site Plan Review Application 201803495 to construct a new four-story, 131-room hotel and an approximately 5,300 square foot multi-tenant commercial building and related site improvements on two, vacant City-owned sites located on a portion of the Hayward Executive Airport located at 22005 Skywest Drive (APNs 432-0108-008-00 and 432-0108-007-00) in the Air Terminal - Commercial (AT-C) District with a Retail and Office Commercial General Plan land use designation. The proposed project includes a request for an increase in height from the maximum of 40 feet to accommodate a higher ceiling height on the ground floor, a decorative parapet wrap and an elevator enclosure to screen rooftop equipment. The building would reach 48 feet at the top of the building parapet and 58 feet in height at the top of the elevator enclosure.

2. Pursuant to Hayward Municipal Code (HMC) Section 10-1.3005, Site Plan Review is aimed at fostering development and the establishment of uses which take into account on-site and surrounding structures and uses that contributes to development of an attractive City; that minimizes physical and environmental constraints; that complies with the intent of City development policies and regulations; and that operates in a manner that is acceptable to and compatible with surrounding development.

3. Pursuant to HMC Section 10-1.1985(o), the approving authority may approve a request for an increase in height of a structure over 40 feet where the proposed structure will not constitute a hazard or result in an unsafe condition for air navigation pursuant to Federal Aviation Administration Review and approval; and, where the increase in height is necessary to achieve a more beneficial site layout or will result in benefits and amenities that could not be achieved under current zoning standards.

Section 2. Findings for the Site Plan Review and Increase in Building Height.

Per HMC Sections 10-1.3025 and 10-1.1985(o), the Planning Director may approve a Site Plan Review application with increase in building height, subject to the following findings:

A. The development is compatible with on-site and surrounding structures and uses and is an attractive addition to the City.

Attachment IV

Page 2 of 15 ends

The proposed project will result in the development of a vacant infill site with a new Home2Suites hotel, multi-tenant commercial building that will house a variety of retail and commercial uses and related site improvements including perimeter landscaping, a new parking lot with shared driveway access, and a pedestrian plaza area between the hotel and multi-tenant commercial building. The proposed development is intended to provide a high-quality hotel with amenities for visitors to the Hayward Executive Airport property and the City. The proposed development is compatible with the scale of surrounding development which includes the Hayward Airport to the west and a variety of large-scale parcels and commercial development to the north and south. Hesperian Boulevard, a major arterial, would provide an approximately 135-foot wide buffer between the proposed hotel development and the residential uses located east of the project site. The buildings will include varied roof heights, plane breaks and a variety of building materials and colors to break up the scale and massing of the development and to provide articulation on all sides of the development.

B. The development takes into consideration physical and environmental constraints.

The proposed development would result in construction of a new hotel, multi-tenant commercial building and related site improvements on a vacant property. The infill site, which is adequately served by utilities, is generally flat with access from Skywest Drive and Hesperian Boulevard thus there are no apparent physical constraints to its development. As noted in Section 3, Environmental Review, below, there are no environmental constraints to development of the site. Further, on July 27, 2018, the Federal Aviation Administration issued a Final Determination following review of the proposed development finding that the proposed development would not disrupt the safe and efficient use of navigable airspace by aircraft and with respect to the safety of persons and property on the ground.

C. The development complies with the intent of City development policies and regulations.

The proposed hotel and commercial uses are permitted, and the proposed development meets the applicable development standards of the AT-C District, except for the maximum height which is discussed in the findings below. The proposed development is consistent with the Retail and Office General Plan land use designation in that lodging, retail and dining uses are identified as “supporting uses;” and the proposed development is consistent with the following goals and policies of the Hayward 2040 General Plan:

Land Use Policy LU-4.1: Mixed-Use Corridors
The City shall allow mixed-use development types and uses along corridors to balance the needs of residents and employees living and working in surrounding areas with the needs of motorists driving through the community.

Attachment IV

Page 3 of 15 ends

Land Use Policy LU-4.8: Shared Driveways and Parking Lots The City shall encourage adjoining properties along corridors to use shared driveways and shared parking lots to promote the efficient use of land, reduce the total land area dedicated to parking and to create a more pedestrian-friendly environment by minimizing curb-cuts along the sidewalk.

Land Use Policy LU-4.7: Parcel Consolidation
The City shall promote the consolidation of small and irregular shaped parcels along corridors to improve the economic feasibility of development projects.

Land Use Policy LU-4.11: Streetscape Enhancements
The City shall strive to improve the visual character of corridors by improving streetscapes with landscaped medians, and widened sidewalks that are improved with street trees, pedestrian-scaled lighting, underground utilities, landscaping and streetscape furniture.

D. The development will be operated in a manner determined to be acceptable and compatible with surrounding development.

The proposed development would result in establishment of a new Home2Suites hotel and multi-tenant commercial building with retail, food and other commercial uses intended to serve visitors to the hotel and surrounding neighborhood. A hotel and various retail, food-related and commercial uses are permitted in the applicable AT-C District and would therefore be considered compatible with the surrounding development.

Further, operational conditions of approval including but not limited to limiting noise generated from the development, landscaping maintenance and a requirement to eliminate any graffiti within a certain amount of time will ensure that the hotel and commercial development operate in a manner that is acceptable and compatible with the surrounding Airport, commercial and residential development.

E. The proposed structure will not constitute a hazard to or result in an unsafe condition for air navigation pursuant to Federal Aviation Administration review and approval.

On July 27, 2018, the Federal Aviation Administration issued a Final Determination following review of the proposed development finding that the proposed development would not disrupt the safe and efficient use of navigable airspace by aircraft and with respect to the safety of persons and property on the ground.

F. The increase in height over 40 feet is necessary to achieve a more beneficial site layout or will result in public benefits/amenities that could not be achieved under current zoning standards.

The proposed Home2Suites hotel would reach 48 feet at the top of the parapet while minor building elements such as decorative metal screens and an elevator shaft Attachment IV

Page 4 of 15 ends

would reach up to 58 feet in height. The increase in height will achieve a more beneficial site layout and result in amenities that could not be achieved under the current regulations in that construction of the approximately 5,300 square foot multi-tenant commercial building and plaza area, which will serve visitors to the hotel and the general public, requires that the hotel be constructed within a smaller footprint on the site thus resulting in a taller hotel building in order to provide the appropriate number of guest rooms to make the hotel feasible. Rather than developing the site with a single use hotel, the proposed development includes a mix of commercial and lodging uses which will appeal to visitors as well as employees and nearby residents. In addition, the building design warrants an increase in height. Specifically, the ground floor of the hotel building, which will house a large lobby with eating area and access to an on-site pool, would be constructed with a higher ceiling height (up to 14 feet while the upper floors are 10 feet in height) in order to provide for a grand entrance and more voluminous ground floor area.

Section 3. Environmental Review
The project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15332, Infill Development Projects, of the CEQA Guidelines in that the proposed project is consistent with the applicable General Plan designation and policies as well as the applicable zoning designation and regulations, as detailed in the findings above. The site is located within the City limits and is 3.65 acres in size. The infill site is surrounded by development and presents no value as habitat for endangered, rare or threatened species. The site is adequately served by utilities and the proposed hotel and multi-tenant commercial building will not result in any significant effects relating to noise, air quality or water quality. Further, according to a Traffic Impact Analysis prepared by LSA, and dated December 14, 2018, the proposed development would not result in any significant impacts if signal timing is adjusted at Hesperian Blvd and A Street, which is included as a condition of approval for the proposed project.

Section 4. Decision
Site Plan Review Application No. 201803495 is hereby approved, subject to the conditions of approval, included as Attachment 1. This decision shall become effective on January 31, 2019, unless appealed.

Attachment IV

Page 5 of 15 ends

CITY OF HAYWARD

PLANNING DIVISION

SITE PLAN REVIEW
APPLICATION NO. 201803495

CONDITIONS OF APPROVAL
EFFECTIVE DATE JANUARY 31, 2019
General

1. The developer shall assume the defense of and shall pay on behalf of and hold harmless the City, its officers, employees, volunteers and agents from and against any or all loss, liability, expense, claim costs, suits and damages of every kind, nature and description directly or indirectly arising from the performance and action of this permit.

2. Site Plan is approved subject to the Architectural, Civil and Landscape plans date stamped August 30, 2018, except as modified by the plan sheets date stamped October 12, 2018, respectively, except as modified by the conditions listed below. Any proposal for alterations to the conditionally approved site plan and/ or design that does not require a variance to any zoning ordinance standard shall be subject to approval by the Development Services Director or his/her designee, prior to implementation. Alterations requiring a variance shall be subject to review and approval by the Planning Commission.

3. The multi-tenant commercial building (identified as Phase II of the development) shall be constructed and Certificates of Occupancy issued within one year of construction and issuance of Certificate of Occupancy for the hotel (identified as Phase I of the development), unless waived by the Planning Director.

4. The plaza area between the hotel and multi-tenant commercial building shall be constructed in accordance with the Preliminary Landscape Plan with decorative pavers, benches, trash receptacles, raised planters, pedestrian-scaled lighting and decorative bollards. The plaza area and landscaping shall be maintained to ensure that it is maintained in an orderly fashion.

5. The permittee, property owner or designated representative shall allow the City’s staff to access the property for site inspection(s) to confirm all approved conditions have been completed and are being maintained in compliance with all adopted city, state and federal laws.

6. Failure to comply with any of the conditions set forth in this approval, or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a Certificate of Occupancy until full compliance is reached. The City' s requirement for full compliance may require minor corrections and/ or complete demolition of a non-compliant improvement regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were filed to construct the project.

7. All outstanding fees owed to the City, including permit charges and staff time spent processing or associated with the development review of this application shall be paid in full prior to any consideration of a request for approval extensions and/or the issuance of a building permit.

Attachment IV

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8. If determined to be necessary for the protection of the public peace, safety and general welfare, the City of Hayward may impose additional conditions or restrictions on this permit.

Violations of any approved land use conditions or requirements will result in further enforcement action by the Code Enforcement Division. Enforcement includes, but is not limited to, fines, fees/penalties, special assessment, liens, or any other legal remedy required to achieve compliance including the City of Hayward instituting a revocation hearing before the Planning Commission.

9. A copy of these conditions of approval shall be scanned and included on a separate, full-sized sheet(s) in the building permit plan check set.

10. The Planning Director or designee may revoke this permit for failure to comply with, or complete all, conditions of approval or improvements indicated on the approved plans.

11. The owner shall maintain in good repair all building exteriors, walls, lighting, drainage facilities, landscaping, driveways, and parking areas. The premises shall be kept clean and weed-free.

12. The applicant shall be responsible for graffiti-free maintenance of the property and shall remove any graffiti within 48 hours of occurrence or City notification.

13. The applicant shall apply for and obtain all necessary permits from the City and/or outside agencies prior to any site work.

14. No person shall produce or allow to produce by human voice, machine device, or any combination of the same, on adjacent residential properties, a noise level at a point outside of the property plane that exceeds seventy (70) dBA between the hours of 7:00 a.m. and 9:00 pm. or sixty (60) dBA between the hours of 9:00 p.m. and 7:00 a.m.

15. The maximum interior noise levels within the hotel sleeping rooms shall not exceed 45 dB CNEL. The building permit application submittal shall provide noise analysis, construction details or other information to ensure compliance with the identified maximum interior noise level.

16. Lighting within the parking area(s) shall be provided and be maintained at a minimum of one foot-candle. Exterior lighting and parking lot lighting shall be provided in accordance with the Security Standards Ordinance (No. 90-26 C.S.) and be designed by a qualified lighting designer and erected and maintained so that light is confined to the property and will not cast direct light or glare upon adjacent properties or public rights-of-way. Such lighting shall also be designed such that it is decorative and in keeping with the design of the development.

17. Plans submitted for building permit shall include a photometric site lighting plan that includes fixtures, mounting heights, light wattage and that demonstrates adequate site lighting without excessive glare, off-site impacts or “hot spots.” All lighting shall be reviewed and approved by the City Engineer, Planning Division and Hayward Police Department prior to Building Permit issuance.

18. All lighting fixtures shall incorporate a shield to allow for downward illumination. No spillover lighting to adjacent properties is permitted and all exterior lighting on walls, patios or balconies shall be recessed/shielded to minimize visual impacts.

19. The building colors and materials shown on the building permit plans shall match those shown on the color/material exhibit and renderings stamped August 30, 2018, except as modified by the plan sheets date stamped October 12, 2018. Any revision to the approved Attachment IV

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colors and materials shall be reviewed and approved by the Planning Division prior to the issuance of a building permit.

20. All vents gutters, downspouts, flashings, electrical conduits, and other utilitarian equipment shall be painted to match the color of the adjacent material unless specifically designed as an architectural element.

21. Any above-ground structures that may be required to provide utilities for the project shall be compatible as to location, form, design, exterior materials, and noise generation. The applicant shall obtain staff approval prior to issuance of any permits.

22. All trash enclosures shall adhere to all the basic design guidelines provided in Section 3 of the City's Standard Design Requirements for Collection & Storage of Trash, Recyclables and Organics for Commercial (Business) and Multi -Family Projects. The enclosure(s) shall be adequately screened from view, utilizing a decorative wood or masonry wall or combination thereof and incorporate a roof, and doors which are compatible with the design of the primary buildings on site. The building permit submittal shall include a detailed set of plans that show the design details of the enclosures, including the location of all bins and label each bin with the capacity (ex: three cubic yards, four cubic yards, etc.) as well as the type of waste trash, recyclables, organics).

23. In accordance with Hayward Municipal Code (HMC) Section 10- 1. 3055, approval of this Site Plan Review is void 36 months after the effective date of approval unless. a. Prior to the expiration of the 36-month period, a building permit application has been submitted and accepted for processing by the Building Official or his/ her designee. If a building permit is issued for construction of improvements authorized by this approval, said approval shall be void two years after issuance of the building permit, or three years after approval of the application, whichever is later, unless the construction authorized by the building permit has been substantially completed or substantial sums have been expended in reliance on this approval; or
b. A time extension of the approval has been granted by the Development Services Director or his/her designee, which requires that a request for an extension of this approval must be submitted in writing to the Planning Division at least 15 days prior to the expiration date of this approval.

Engineering – Transportation

24. Developer shall pay a total amount of $5,000 for the City to adjust traffic signal timing at both ends of Skywest Drive and at A Street/Hesperian Boulevard prior to issuance of a Certificate of Occupancy for the first phase of development.

Engineering

25. Grading, Drainage, and Improvements: A grading permit issued by the Public Works Department is required prior to the issuance of building permits. The grading permit application shall include engineered grading and drainage plans showing finish grades and site drainage along with improvement plans as part of the grading permit application. The grading and drainage plan shall include, but not be limited to, the following design & submittal requirements:

Attachment IV

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a. All on-site storm drainage conveyance facilities and earth retaining structures 4’ foot in height or less (top of wall to bottom of footing) shall be reviewed and approved by Public Works. Earth retaining structures greater than 4-feet in height shall be reviewed and approved by the Building Division of the Development Services Department. The plans should include all proposed underground pipes, building drains, area drains and inlets. The on-site storm drainage system (if applicable) shall be designed to convey a 10-year storm event.
b. Because this project involves a land disturbance of one or more acres, the applicant is required to submit a Notice of Intent to the State Water Resources Control Board and to prepare a Storm Water Pollution Prevention Plan (SWPPP) for controlling storm water discharges associated with construction activity. Copies of these documents must be submitted to the Director of Public Works prior to issuance of a grading permit.
c. A soils report must be submitted to and accepted by the City prior to the issuance of a grading permit.

26. Required Improvements: Privately engineered studies and design documents shall be submitted to the City Engineer with the grading and drainage plan for review and approval prior to issuance of building permits. The engineered plans shall include, but not be limited to, the following design requirements.
a. Remove and replace broken or uplifted curb, gutter, and sidewalk along Hesperian Boulevard.
b. Construct curb, gutter, and sidewalk along Skywest Drive project frontage. c. Close unused driveway cut(s).
d. Developer shall be responsible for adjusting existing utility boxes/vaults to grade, locating and protecting the existing communication conduits (fiber optic and copper) along the project frontage along Skywest Drive and Hesperian Boulevard. e. City standard metal pole mounted LED lights with underground electrical services shall be installed on Hesperian Boulevard and Skywest Drive fronting the development site.
a) Repair, overlay, or reconstruction of asphalt pavement may be required. The existing pavement will be evaluated with the street improvement plans and any necessary pavement restoration will be included as part of the final street improvement plans.

27. Lighting: On-site and street lighting fronting the development shall comply with the City’s Security Ordinance. Lighting shall be designed by a qualified lighting designer and erected and maintained so that light is confined to the property and will not cast a direct light or glare upon adjacent properties or rights-of-way.

28. Merge Lots: Applicant shall merge the two existing lots into one via a Certificate of Merger or Parcel Map prior to building permit issuance.

29. Stormwater Runoff Pollution Control Measures: This project must comply with the Alameda Countywide Cleanwater Program (ACCP) which requires the implementation of Best Management Practices (BMPs) which includes site design measures, source controls and numerically-sized Low Impact Development (LID) stormwater treatment measures to minimize stormwater pollutant discharges from the project site.

Attachment IV

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a. The project’s preliminary Stormwater Control Plan and numeric sizing calculations have been reviewed and this project will be in conformance the ACCP. b. Stormwater treatment facilities and measures included in the project design shall be maintained and kept operational by the property developer. The property developer shall enter into the City’s standard “Stormwater Treatment Measures Maintenance Agreement” as prepared by the City. The Maintenance Agreement shall be recorded with the Alameda County Recorder’s Office to ensure that the maintenance responsibility for private treatment control and site design measures is bound to the property in perpetuity.

30. Construction Damages: The Developer shall be responsible to remove and replace curb, gutter, sidewalks, driveways, signs, pavements raised pavement markers, thermoplastic pavement markings, etc. damaged during construction of the proposed project prior to issuance of the Final Construction Report by the City Engineer. Developer is responsible for documenting the existing conditions prior to the start of construction to serve as a baseline for this requirement.

Alameda County Flood Control District

31. Grading and Drainage Plans will be referred by the City to the Alameda County Public Works Agency and Flood Control District for review and approval.

32. The development shall not augment runoff to the Flood Control District’s facilities. Hydrology studies for the development conditions should substantiate that there will be no net increase in the quantity of runoff from the site versus the flow rate based on the existing condition. However, if there is augmented runoff then off-site and/or on-site mitigation measures will be necessary to the satisfaction of the Alameda County Public Works Agency.

33. Drainage calculations shall be submitted with the Grading and Drainage Plans showing that the sizing of the on-site storm drain pipes and bio-retention areas will have the adequate volume to detain the augmented runoff and the proposed development will be designed to control the storm water outflow to the pre-development level and not “overburden” the existing drain lines. Note that the required storage volume shall be computed using flood routing techniques with a unit hydrograph. The design storms are the 24-hour Type I storm duration at a 10-year and 100-year recurrence frequency.

34. Any water well, cathodic protection well, or exploratory boring that is shown on this map, is known to exist, is proposed, or is located during field operations must be properly destroyed, backfilled, or maintained in accordance with applicable groundwater protection ordinances. The owner or other responsible party should call the Alameda County Water District for additional information.

Building
Fees.

35. Supplemental building construction and improvement tax payment is required at the time of issuance of building permit.

36. School fee payment is required prior to issuance of building permit.

Building Permit Plans.

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37. Building permits plans shall include references to all governing codes. Applicable codes shall include the 2016 CA Building Code, 2016 CA Electrical Code, 2016 CA Mechanical Code, 2016 CA Plumbing Code, 2016 CA Green Building Standards Code, 2016 CA Energy Efficiency Standards and the City of Hayward Municipal Code and Ordinances.

38. Applicant shall apply for a new address for the development site prior to the issuance of a Certificate of Occupancy for the first phase of development.

39. Plans shall include fire sprinkler information.

40. Plans shall specify Group A occupancy for the assembly use (lobby, swimming pool deck, etc.).

41. Plans shall include a building area analysis that demonstrates compliance with allowable building heights per Chapter 5 of the California Building Code.

42. Plans shall provide egress/exit plans and specify the exit access travel distance.

43. Plans shall show the required fire-resistance-rated separation between occupancies and sleeping units and details.

44. Plans shall include details for life and safety issues such as rated corridors, stairway enclosure, fire-rating of walls, smoke and carbon monoxide detectors.

45. The elevator shall be constructed in accordance with Section 713 and Chapter 30. Plans shall include details showing compliance.

46. Shaft enclosures shall comply with the provisions of Section 713. Plans shall include details showing compliance.

47. At least one accessible route within the boundary of the site shall be provided from public transportation stops, accessible parking and accessible passenger loading and unloading zones, and public streets or sidewalks to the accessible building entrance they serve. Where more than one route of travel is provided, all routes shall be accessible. Plans shall include details showing compliance.

48. Hotels and similar transient lodging facilities shall provide guest rooms in accordance with Sections 11B-224.1 through 11B-224.6 and Table 11B-224.2. Plans shall include details showing compliance.

49. It appears that the proposed project is short of one required room without one roll-in shower.

Per Table 11B-224.2, 5 rooms without roll-in shower is required, however, the Guestroom Unit Matrix only shows 4. Plans shall include details showing compliance.

50. Amenities in the hotel such as the pool, fitness room, breakfast area, guest laundry room, etc. are required to be accessible. Plans shall include details showing compliance.

51. It appears that the outdoor swimming pool and deck area will require two exits pursuant to CBC 1006, Table 1004.1.2 and Table 1006.2.1. Plans shall include details showing compliance.

52. Provide or show on plans the accessible route to the trash enclosure area. Plans shall include details showing compliance.

53. Provide the minimum plumbing fixtures analysis for the common use areas such as the lobby, breakfast area, fitness room, swimming pool deck and outdoor seating. Verify and amend as Attachment IV

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applicable the required number of plumbing fixtures for male and female. CPC 422 and Table 4-1.

54. Other building code requirements shall be reviewed along with structural calculations geotechnical report, disabled access, T24 energy compliance, CALGreen compliance and others at the building permit review process. Additional comments may apply.

55. Hotel/motel occupancies shall comply with CEnC §110.10(b) through 110.10(d) for Solar Ready Buildings. Plans shall show designated solar zone areas.

56. Provide clean air vehicles/fuel-efficient vehicles parking and bicycle parking and bicycle locker. Verify the required number of fuel-efficient and car/van pool vehicle parking and short-term and long-term bicycle parking. Plans shall include details showing compliance.

57. Provide capability to facilitate future installation of electric vehicle charging in the parking spaces. It appears that 10 EV charging spaces is required based on the number of parking spaces. Per CBC Table 11B-228.3.2.1, once these spaces become charging stations, then at least one van accessible charging station and one standard accessible charging station are required. Plans shall include details showing compliance.

Landscape

58. Landscape and irrigation improvement plans shall be reviewed and approved prior to issuance of building permits. Mylar of the approved landscape and irrigation improvement plans shall be submitted to the Engineering Department for signatures and copies of Mylar shall be included in the building permit submittal. Mylar shall be wet-signed and shall be provided with a bar scale. Mylar shall be twenty-four (24) inches by thirty-six (36) inches without exception. A signing block shall be provided in the low right side on each sheet of Mylar. The signing block shall contain a signature line and a date line for City of Hayward, Landscape Architect. Upon completion of installation, As-built/Record Mylar shall be submitted to the Engineering Department by the developer.

59. Prior to the issuance of Certificate of Occupancy, all landscape and irrigation shall be completed in accordance to the approved plan and accepted by the City Landscape Architect.

Before requesting an inspection from the City Landscape Architect, the project landscape architect shall inspect and accept landscape improvements and shall complete Appendix C.

Certificate of Completion in the City’s Bay-Friendly Water Efficient Landscape Ordinance.

The completed Certificate of Completion Part 1 through Part 7 or applicable parts shall be faxed/e-mailed/turn in prior to requesting an inspection from the City Landscape Architect.

60. If applicable, a tree removal permit shall be obtained prior to the removal of any tree in prior to issuance of a grading permit for the project.

61. Landscape Construction General Note #1 shall be revised to remove all rocks over one-inch in diameter.

62. Landscape Construction General Note #2: Superthrive is known to be natural and non-toxic, it is required that plant fertilizer be OMRI certified.

63. Landscape Construction General Note #11: Spell out “TDE”, “YDG”, and “LVA.”

64. Landscape Construction General Note #16 is incomplete.

65. Landscape Construction General Note #22: Mulch shall be organic recycled chipped wood in dark brown color and the size of the mulch shall exceed one and one-half inch in diameter.

Attachment IV

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66. Landscape Construction General Note #34: The City used fractured granite and found it unacceptable and fractured over time. The fractured granite shall be replaced with cobblestones or other material approved by the Landscape Architect.

67. Landscape Construction General Note #39: All slopes regardless of the gradient shall have full plant coverage at plant maturity.

68. Add a note under the general note that any slope equals or exceeds 3:1 shall receive erosion control material.

69. Proposed bio-treatment located the western corner to the hotel is lined with mostly cobbles.

Additional plants shall be added on the plans and shall be approved by the Landscape Architect.

70. Trees shall be located minimum five feet from all underground utility lateral lines. A steel planter is located right on top of manhole for the storm drain and a tree next to the transformer is proposed too close to the storm drain lateral line to the south of the future commercial/retail building.

71. Planting in the Hesperian Blvd and Skywest Drive setback areas are sparse at spots. Since cobble lined dry-creek bed is created throughout the setback areas, the remaining planting areas shall have full plant coverage at maturity. Planting areas and species shall be provided on the landscape plans and shall be approved by the Landscape Architect.

72. Three-inch deep mulch shall be applied to bio-treatment areas.

73. Tree Planting Detail: Tree rootball shall be set minimum two-inches above adjacent grade for the future settlements. The size of the stake shall be specified.

74. Pursuant to HMC Section 10-12.07, (2)(c): Plant spacing shall not be closer the minimum spread provided in the reference books in the ordinance to allow mature plant growth without subjecting plants to routine cutbacks and shearing. Reference plant books used for plant mature size and watering requirement shall be listed in the plant schedule.

75. Nasella tenuissima shall not be permitted for its invasive nature.

76. Abelia grandiflora is listed as moderate watering required plant in WUCOLS Edition IV.

77. The size of the existing irrigation water meter shall be provided. the size of the backflow prevention device shall not exceed the size of the meter.

78. Master valve shall be “normally closed.”

79. Trees shall be irrigated on dedicated valves. Trees with different watering needs shall be irrigated on separate valves.

80. Though emitters are allowed for irrigating trees, it is questionable that providing total 16 gallon per hour (2 emitters at 8 GPH = 0.27 GPM) for a 36”-box tree would provide adequate watering. The City has a great deal of success and is a standard practice to provide two tree bubblers per each tree: One preassembled deep root watering bubbler and one flood bubbler in a gravel filled 4-inch diameter perforated pipe shall be preferred. Each bubbler not exceed

0.25 gallon per minute.

81. High watering required plants shall not be specified adjacent to low watering required plants such annual next to low watering required Rhaphiolepis.

Attachment IV

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Utilities
Water.

82. The size of the domestic water meter required will be based on the number of water fixture units that the water meter will serve. A detailed floor plan of the entire property or a meter sizing table for the entire building must be provided to determine the appropriate water meter size. Alternatively, a calculated water demand (in gallons per minute) for the entire property, as determined by an engineer, can be provided to determine proper water meter size.

83. Sheet C3 shows the installation of 2” service line and one 1.5” domestic water meter to serve future retail units for Phase II. Revise Sheet C3 to:
a. Show the size and locations of existing water and sewer mains on Skywest Drive; b. Clearly identify if utilities for Phase II will be installed during Phase I; and c. Show the installation of separate domestic water services for each commercial tenant space. Each commercial tenant space is required to be served by separate domestic water meters.

84. The landscaping plans shall show the gallon per minute demand of the irrigation system. The size of the irrigation water meter required will be based on the calculated water demand (in gallons per minute) for the irrigation system.

85. Existing water services, if any, that cannot be reused for the proposed development shall be abandoned by City Water Distribution Personnel at the applicant’s/developer’s expense.

86. Each commercial each tenant space within the proposed building for Phase II must be served by a separate domestic water meter.

87. The applicant/developer shall install an above ground Reduced Pressure Backflow Prevention Assembly (RPBA) on each domestic and irrigation water meter, per SD-202. Backflow preventions assemblies shall be at least the size of the water meter or the water supply line on the property side of the meter, whichever is larger.

88. The development shall have its own fire service, sized per the requirements of the Fire Department. Fire services shall have an above ground Double Check Valve Assembly, per City Standards SD-201 and SD-204.

89. New fire services must be installed by City Water Distribution Personnel at the owner’s/applicant’s expense, with a time-and-materials deposit due prior to the start of work.

90. Water meters and services are to be located a minimum of two feet from top of driveway flare as per SD-213 thru SD-218.

91. Water mains and services, including the meters, must be located at least 10 feet horizontally from and one-foot vertically above any parallel pipeline conveying untreated sewage (including sanitary sewer laterals), and at least four feet from and on foot vertically above any parallel pipeline conveying storm drainage, per the current California Waterworks Standards, Title 22, Chapter 16, Section 64572. The minimum horizontal separation distances can be reduced by using higher grade (i.e., pressure) piping materials.

Sewer.

92. The development’s sanitary sewer mains and manholes shall be public, owned and maintained by the City. If the sewer mains are located in a private roadway, either the entire Attachment IV

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roadway shall be a public utility easement or a minimum 10-foot-wide easement shall be granted to the City.

93. All sewer mains and appurtenances shall be constructed in accordance to the City’s “Specifications for the Construction of Sewer Mains and Appurtenances (12” Diameter or Less),” latest revision at the time of permit approval. Sewer cleanouts shall be installed on each sewer lateral at the connection with the building drain, at any change in alignment, and at uniform intervals not to exceed 100 feet. Manholes shall be installed in the sewer main at any change in direction or grade, at intervals not to exceed 400 feet, and at the upstream end of the pipeline.

94. The applicant/developer is responsible for payment of sewer connection fees at the current rates at the time of purchase. Sewer connection fees for non-residential connections are calculated based on the volume and strength of the wastewater discharge. Per the Plumbing Code’s estimated waste/sewage flow rates, the estimated wastewater discharge volume for a hotel is 60 gallons per room per day. The calculated wastewater discharge volume is 8,100 gallons per day. The current cost for the sewer connection fee is $297,176.

Solid Waste

95. The City requires that construction and demolition debris be recycled. At the time of your building permit submittal, a Debris Recycling Statement shall be provided for the demolition, renovation and construction of the building. The form can also be found at http://www.hayward-ca.gov/services/city-services/construction-and-demolition debrisdisposal.

Attachment III

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Attachment II
Site location

NEW YORK CITY
Tel: (212) 235-7277
New York City, NY 10019

CORPORATE
Tel: (716) 631-0600
MWT Architect, PC
3827 Billo Rd
Alden, NY 14004

CHARLOTTE
Tel: (704) 947-9772
Charlotte, NC 28269

INTERNATIONAL
Tel: (800) 630-3750

LAS VEGAS
Tel: (702) 275-7852
Las Vegas, NV 89169
DALLAS
Tel: (214) 307-4000
Irving, TX 75062

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RE: Conceptual Review for Entitlement Application
Project: Proposed Starbucks location
22091 Hesperian Blvd
Hayward, CA
MWT# 21-054
We would like to propose a Zoning Text Amendment to allow drive-thrus within the AT-C district.

We realize there are a few restrictions placed on this site and would like to make a case for allowing us to modify this project from a retail tenant building into a stand alone business with drive-thru services.

Reason for request - Project Brief:

The project located at 22091 Hesperian Blvd. has been approved and issued a building permit for a 2500 sf retail tenant outbuilding. Upon placing this building on the market for lease we were approached by the Starbuck’s franchise as an interested party. The site is strategically located between two other Starbuck’s locations, that are further apart, and they would like opportunity to “fill the gap” and meet their service demand.

Attachment V

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Restriction 1:

Per our drive-thru regulations, drive thru restaurants and drive-thru coffee shops shall be a minimum of one-half mile apart.

It is noted that there is a Burger King drive thru located within the on-half mile to the north. We would like to ascertain that this drive-thru location is on, and accessed from, West A Street and will in no way impact traffic on Hesperian Blvd.

Also this Burger King location is .4 miles – just shy of the .5 mile restriction. There are no other drive thru locations within this one-half mile radius.

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Restriction 2:

While restaurants are allowed - Drive-throughs are not allowed within the AT-C zoning district.

SEC. 10-1.1951 - The purpose of the AT-C Subdistrict is to provide for certain specified commercial and service uses that are compatible with airport activity, in addition to simultaneously serving the general population of the City.

I could not find in the zoning ordinance, directly, any specific reasons for not allowing drive-throughs near airports. We ask that you please provide us with any additional supporting documentation that justifies the restriction, such as airport security clauses or other FAA guidelines specifically restricting their installation in proximity.

There are a number of businesses located within this district that do not necessarily meet, what we would consider to be, “ .. services compatible with airport activity..” such as the Dialysis center, or the Home Depot which are neighboring businesses. A Starbuck’s coffee shop with drive-through certainly has more to offer in support of airport activity than Home Depot.

We understand that most of these bans focus on curbing emissions, reducing litter, improving pedestrian safety and enhancing walkability, which is a plan for growth and development that includes achieving an 80% reduction in greenhouse gas emissions by 2050.

With the trend and push toward electric vehicles, the greenhouse gas emissions associated with drive-throughs will not be an issue. Starbuck’s has always been a trend setter. They are being proactive in reducing waste by eliminating singleuse plastic cups and cutlery as well as streamlining packaging to include biodegradable materials.

We also need to consider in great detail the ramifications a post-covid society presents. With labor shortages and increased costs to staff, maintain, and sanitize dining rooms and facilities, We have seen an increased need for drive thru food service as guest dining rooms have proven to be costly to maintain and sanitize. We have seen a dynamic design trend in fast food experience. Some Starbucks, as well as other franchises including Taco Bell, KFC, and Wendy’s, are developing fully automated, drive-thru only type locations and eliminating their dining rooms completely.

We understand your concerns in the Text amendments we are requesting could have planning design impacts city wide; However, we do not see it affecting the grand scale of city design. The AT-C district is relatively small and only encompasses a few city blocks outside of the airport proper. The modification would only pertain to new buildings, of which there isn’t much available property left within the district available to develop.

Please let us know if there are any further comments regarding this project. Feel free to contact our office with any questions or concerns.

Sincerely,
Melissa Stevens
Construction Administrator Project Manager
O: (716) 631-0600 x117
[email protected]
MWT Architect, PC
M
EV
EV

JT JT JT JT JT JT JT JT JT JT
25'-0" FIRE LINE

STARBUCKS
1 FLOOR OF COMMERCIAL 2,391 SF
CL
CL
18'-0"
18'-0"
5'-0"
9'-4"
CL
CL
4'-8"
11 6
11'-0"
24'-0"
EQ
EQ
MIN. 12'-0"

DRIVE-THRU

TIMER LOOP
10'-0"
11'-0"
EQ
EQ

DUMPSTER

DRIVE-THRU

TIMER LOOP
PATIO
34'-1"
5'-8"

S T A R B U C K S

HAYWARD, CA
2 1 - 0 5 4
12/01/21
This is conceptual site plan only. Do not purchase site until reviewed by local planner & civil engineer. Your civil engineer must verify the zoning, setbacks,utility location and sizes, green space requirements parking requirements, landscape requirements and grading for ADA accessibility with the city/county/state prior to getting started with engineering.

N
1" = 32'-0"
CONCEPTUAL SITEPLAN 1
Attachment VI
Zoning Map for Site and surrounding properties
AT-C
Site
AT-C
AT-C

AT-C AT-C
RS
CN
IL
MH

AT-O AT-AC
IG
AT-IP
Hayward
Executive
Airport
CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: RPT 22-044
DATE: April 28, 2022
TO: Council Economic Development Committee
FROM: Assistant City Manager

SUBJECT
Update on COVID-19 Economic Recovery Small Business Assistance Grants and Community Development Block Grant Funded Small Business Assistance Grants

RECOMMENDATION
That the Council Economic Development Committee receives an update on the American Rescue Plan Act (ARPA) funded COVID-19 Economic Recovery Small Business Assistance Grant Program and the Community Development Block Grant (CDBG) funded Small Business Assistance Grant Program for Microenterprises.

SUMMARY
As part of the City of Hayward COVID-19 Economic Recovery efforts, $100,000 was allocated from ARPA funding to implement the Small Business Assistance Grant Program. In addition, the Economic Development division was also allocated $100,000 in CDBG funds to implement another round of the Small Business Assistance Grant Program for Microenterprises. In total, 40 businesses received funding through these programs. This report provides a summary of those two grant programs and the businesses that received assistance.

ATTACHMENTS
Attachment I Staff Report
Attachment II Demographic Information
Attachment III List of Grantees
Attachment IV Map of Grantee’s locations
CITY OF HAYWARD Page 1 of 1 Printed on 4/25/2022
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DATE: April 28, 2022
TO: Council Economic Development Committee
FROM: Assistant City Manager
SUBJECT: Update on COVID-19 Economic Recovery Small Business Assistance Grants and Community Development Block Grant Funded Small Business Assistance Grants

RECOMMENDATION
That the Council Economic Development Committee receives an update on the American Rescue Plan Act (ARPA)funded COVID-19 Economic Recovery Small Business Assistance Grant Program and the Community Development Block Grant (CDBG) funded Small Business Assistance Grant Program for Microenterprises.

BACKGROUND
ARPA, also known as the COVID-19 Stimulus Package, included over $65 billion in direct federal relief to cities in order to address the economic and fiscal impacts of the COVID crisis and to assist in the recovery of local communities. The City of Hayward received approximately $38 million in local relief from the federal government to address the internal and external needs of the City associated with the COVID crisis. Approximately $2 million has been allocated towards Economic Recovery efforts to support local businesses and the workforce.

In June 2021, the Council Economic Development Committee reviewed the nine Economic Recovery programs to be implemented over 3 years to assist both businesses and the workforce to adapt to the new changing economy. The nine adopted programs include:

Hayward Open For Business Marketing Campaign; Together for Hayward Gift Card

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Program; Small Business Assistance Grant Program; Restaurant Relaunch Program; Façade Improvement Program; Get Digital Program; Hire Hayward Program; Earn and Learn Program; and the Tuition Assistance Program. Of the allocated $2 Million, $100,000 was designated for the Small Business Assistance Grant Program.

In addition to the COVID-19 Economic Recovery Programs, the Council allocated funding from the CDBG funding program of $100,000 for the implementation of another round of grants under the previously established Small Business Assistance Grant Program for Microenterprises.

DISCUSSION
ARPA Small Business Assistance Grant Program
As one part of the larger COVID-19 Economic Recovery programs, a total of $100,000 was allocated for the Small Business Assistance Grant Program. This allowed for a total of twenty (20) $5,000 grants to be issued to small businesses located throughout the community.

Unlike the CDBG Microenterprise grant program, eligible businesses were not limited to those with five or fewer employees. Grant funds could be used for any expense associated with the business such as equipment and furniture purchases, inventory purchases, PPE items, new signage, websites, utilities, etc. All grant dollars were issued as a reimbursement once the business submitted receipts verifying the expenses were associated with the business.

As in years past, City staff identified and reached out to targeted businesses to participate in the program. Staff utilized the list of businesses that had applied for the COVID Resiliency grant program and the County CARES grant program and had not received funding under either of these programs. This year, the focus was to serve our Black/African American and other minority owned businesses and home-based childcare providers. Home-based childcare providers are a vital piece of a successful economy, by supporting parents that were essential workers during the shelter in place and allowing parents to return to work as shelter-in-place orders were lifted.

As part of the application process, all participating businesses submitted their demographic data. This information is used to assist staff to ensure that the chosen business owner demographics reflected the City’s commitments to racial equity and inclusion. Ninety percent (90%) of the grants issued went to minority small business owners. Of the grantees, 12 of the businesses are woman-owned enterprises and six of those are female-head of houses. A complete breakdown of the demographics can be found as Attachment II.

A complete list of the Small Business Assistance Grant recipients can be found as Attachment III. Businesses receiving these grants had never before received grant funding from the City.

CDBG Microenterprise Small Business Assistance Grant Program In 2018, the City launched the Small Business Assistance Grant Program for Microenterprises.

This program, which issues $5,000 grants, is designed to support the smallest businesses in the community. To qualify, the business may not have more than five employees. Like the

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APRA grant program above, the CDBG grant funds can be used for any expense associated with the small business.

At the April 27, 2021 Council meeting, the Council adopted the annual funding program for the CDBG program. As part of the funding recommendation, the Economic Development division received $100,000 to implement another round of grants as part of the Program, which allowed for 20 businesses to receive funding. As in years past, City staff identified and reached out to targeted businesses to participate in the Program. This year, the focus was to serve our Black/African American owned businesses and home-based childcare providers. In previous years, the City required the small business to have a commercial storefront. This year, the Council allowed for home-based childcare providers to be selected, recognizing that they are a vital piece of the local economy.

Of the 20 grants issued, 19 were issued to minority business owners with 85% of the grants issued to Black/African American or Black/Native American business owners. This year, 14 of the businesses were woman-owned businesses and nine of those identified themselves as head of household. We were able to support five home-based daycare businesses this year. A complete breakdown of grantee demographics can be found as Attachment II.

A complete list of the Small Business Assistance Grant recipients can be found as Attachment III. Since the Program inception in 2018, 80 microenterprise businesses in the City of Hayward have received one of the $5,000 grants. No business has received funding more than one year.

Attachment IV is a map indicating the location of the grant recipients for both the CDBG and ARPA grant programs. As part of the selection criteria for both of these programs, staff works to ensure that grantees are distributed throughout the City rather than one or two commercial corridors.

ECONOMIC IMPACT
While the funding offered to these small businesses through both grant programs are small grant amounts, they often have a large impact on the businesses. Small businesses like these often operate on narrow profitability margins. Many of the businesses do not have the ability to make purchases of new equipment or to upgrade their furniture due to these small margins. This has only been magnified even more during the past two years of the pandemic due to supply chain issues, labor availability, and rising inflation. One of grant recipient this year was The Family Treats Shop, operated by the Bearden family. Their story was recently featured in the local news about how their entrepreneurial efforts of starting their small business has helped to stabilize their housing situation and keep them from returning to the unhoused population.1

1 “Once Homeless in the Bay Area, now they’re entrepreneurs”, The Mercury News, February 23, 2022.

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FISCAL IMPACT
The funding used for both grant programs are allocated through federal ARPA and CDBG monies. No General Fund dollars are used for the grants. The only fiscal impact for the City is the staff time needed to implement the program, which includes business outreach, processing of applications and receipts, and issuing payments.

Prepared by: Catherine Ralston, Economic Development Specialist Recommended by: Paul Nguyen, Economic Development Manager Jennifer Off, Deputy City Manager
Approved by:
_________________________________
Kelly McAdoo, City Manager
Attachment II
Grant Program Demographics
ARPA COVID-19 Economic Development Recovery Program – Small Business Assistance Grant CDBG Microenterprise Small Business Assistance Grant Program Attachment III
List of Grantees
ARPA COVID-19 Economic Development Recovery Program – Small Business Assistance Grantees Business Name Location Business Type
A Barber Shop/Sandra Salon 296 A Street Personal Service Alicia Tamales Los Mayas 23682 Clawiter Rd Food Manufacturing Beauty Makes Cents 25075 Oakridge Ct. Personal Service
Brick by Brick Toys 925 W Winton Ave. Unit B Retail
Catered Affairs Unlimited 30970 Huntwood Ave #311 Catering Corcuchia Beauty 25253 Parklane Dr Personal Service
Cutting It Close 22126 Mission Blvd Personal Service
Diverse Design Consulting
Services 24438 Santa Clara St #6324
Business Services
Elite Translingo 24301 Southland Dr. Ste 209 Business Services Ghazni Afghan Kabob 1235 A Street Restaurant
Indigo Walkin Taco 24035 2nd St, Apt 209 Restaurant
Kumu Hula Assoc of Nor Cal 22630 Main St Dance/Cultural Organization Mother & Daughter Kitchen 24583 Diamond Ridge Dr. Restaurant New York Pizza 665 West Tennyson Rd Restaurant
Pure Foods Network 27365 Industrial Blvd, Ste K Food Manufacturing Soheila Bakery 22656 Mission Blvd Restaurant
Tacos El Gordo 792 B Street Restaurant
The Family Treats shop 1782 D St, Apt 15 Food Manufacturing Tree House Day Care 359 Lexington Ave In-home Day Care
Unique Ice Cream 26775 Hayward Blvd Restaurant
CDBG Microenterprise Small Business Assistance Grant Program Business Name Location Business Type
Alexandria Harris 23461 Jorgensen Lane In-home Day Care All in the family home childcare 222 Winton Ave In-home Day Care Beautiful By Design 1478 B St., Suite 1B Personal Service Crowned and Bougie Day Spa 24301 Southland Dr. Suite 505 Personal Service El Vozqe 22658 Main Street Retail
Hayward Veterinary Hospital 25886 Mission Blvd Service
KJs Barber and Hair Creation 22126 Mission Blvd Personal Service Krayola Kollection 22550 Main St Retail
Little Peas Nursery 23136 Amador St In-Home Day Care
Reuschelle's Cheesecakes 974 A Street Retail
RJ Walker Computer Consulting 27015 UNDERWOOD AVE Business Services Royal Complexion Parlor 24326 Mission Blvd Suite 1 Personal Service Saveic Emporium 24281 Mission Blvd Retail
Shantrice's Quality Day Care 625 Berry Ave #106 In-home Day Care South Smokin BBQ 400 West Harder Road Restaurant
The Littles Daycare 24634 Willimet Way In-Home Day Care Thee Elegant Palace 1478 B Street # 1A Personal Service Thomas Martial Arts & Fitness 2196 American Ave. Fitness Treasures Unleashed 27941 Thornton Court Youth Services TurnPro Sports, LLC 22524 Foothill Boulevard Fitness
Attachment IV
ARPA Grant Recipients
CDBG Grant Recipients
CITY OF HAYWARD Hayward City Hall
777 B Street
Hayward, CA 94541
www.Hayward-CA.gov
File #: RPT 22-046
DATE: April 28, 2022
TO: Council Economic Development Committee
FROM: Assistant City Manager

SUBJECT
Future Meeting Topics as of April 28, 2022

RECOMMENDATION
That Committee members review and comment on the attached Future Meeting Topics.

ATTACHMENTS
Attachment I Future Meeting Topics as of April 28, 2022 CITY OF HAYWARD Page 1 of 1 Printed on 4/25/2022
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Council Economic Development Committee
Future Meeting Topics as of
April 28, 2022

RESPONSIBLE

STAFF FUTURE MEETING AGENDA ITEMS

PRESENTATION
DATE*
Economic
Development Economic Impacts of COVID-19 & Trends Standing Item Economic
Development
Hayward Upward Economic Recovery Plan Updates:
1) Open for Business Marketing Campaign
2) Restaurant Relaunch & Outdoor DiningProgram
3) Restore & Reopen Façade Program
4) Get Digital Program May 2022
Economic
Development/
Planning Staff
Review of Select Policies Impacting
Businesses:
 Updates to the Alcoholic Beverage
Outlets Ordinance July 2022
Public Works/
Information
Update on City Fiber/Broadband Initiatives
(Following update to CIC) 2022
Economic
Development
Impact of Cannabis Industry on Economic
Development* 2022
*Subject to change and data availability

Council Economic Development CommitteeApril 28, 2022

Council Economic Development Committee
April 28, 2022