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Agenda Packet - PC - 2022.08.22
Planning Commission City of Burlingame Meeting Agenda BURLINGAME CITY HALL 501 PRIMROSE ROAD BURLINGAME, CA 94010 Online7:00 PMMonday, August 22, 2022 On September 16, 2021, Governor Newsom signed into law AB 361, which allows a local agency to meet remotely when: 1. The local agency holds a meeting during a declared state of emergency; 2. State or local health officials have imposed or recommended measures to promote social distancing; and 3. Legislative bodies declare the need to meet remotely due to present imminent risks to the health or safety of attendees. On August 15, 2022 the City Council adopted Resolution Number 099-2022 stating that the City Council and Commissions will continue to meet remotely for at least thirty days for the following reasons: 1. There is still a declared state of emergency; 2. The State recommends that individuals in public spaces maintain social distancing and wear masks; and 3. The City can't maintain social distancing requirements for the public, staff, Councilmembers, and Commissioners in their meeting spaces. Pursuant to Resolution Number 099-2022, the City Council Chambers will not be open to the public for the August 22, 2022 Planning Commission Meeting. Members of the public may view the meeting by logging on to the Zoom meeting listed below. Additionally, the meeting will be streamed live on YouTube and uploaded to the City's website after the meeting. Members of the public may provide written comments by email to publiccomment@burlingame.org. Emailed comments should include the specific agenda item on which you are commenting, or note that your comment concerns an item that is not on the agenda or is on the consent agenda. The length of the emailed comment should be commensurate with the three minutes customarily allowed for verbal comments, which is approximately 250-300 words. To ensure your comment is received and read to the Planning Commission for the appropriate agenda item, please submit your email no later than 5:00 p.m. on August 22, 2022. The City will make every effort to read emails received after that time, but cannot guarantee such emails will read into the record. Any emails received after the 5:00 p.m. deadline which are not read into the record will be provided to the Planning Commission after the meeting. Page 1 City of Burlingame Printed on 8/18/2022 August 22, 2022Planning Commission Meeting Agenda To Join the Zoom Meeting: To access by computer: Go to www.zoom.us/join Meeting ID: 816 1801 2426 Passcode: 082306 To access by phone: Dial 1-346-248-7799 Meeting ID: 816 1801 2426 Passcode: 082306 1. CALL TO ORDER 2. ROLL CALL 3. APPROVAL OF MINUTES Draft August 8, 2022 Planning Commission Meeting Minutesa. 4. APPROVAL OF AGENDA 5. PUBLIC COMMENTS, NON-AGENDA Members of the public may speak about any item not on the agenda. Members of the public wishing to suggest an item for a future Planning Commission agenda may do so during this public comment period . The Ralph M. Brown Act (the State local agency open meeting law) prohibits the Planning Commission from acting on any matter that is not on the agenda. Speakers are limited to three minutes each; the Chair may adjust the time limit in light of the number of anticipated speakers. 6. STUDY ITEMS There are no Study Items. 7. CONSENT CALENDAR There are no Consent Calendar Items. 8. REGULAR ACTION ITEMS 2313 Ray Drive, zoned R-1 - Application for Design Review and Hillside Area Construction Permit for a first and second story addition to an existing single -unit dwelling. This project is Categorically Exempt from review pursuant to the California Environmental Quality Act (CEQA), per Section 15301 (e)(1) of the CEQA Guidelines. (Jeff Alan Gard, applicant and architect; Ronan McConnell and Michele McKenna, property owners) (104 noticed) Staff Contact: 'Amelia Kolokihakaufisi a. Page 2 City of Burlingame Printed on 8/18/2022 August 22, 2022Planning Commission Meeting Agenda 9. DESIGN REVIEW STUDY 1669/1699 Bayshore Highway and 810/821 Malcolm Road, zoned I-I: Second Review of Application for Environmental Review, Commercial Design Review, Special Permits for Building Height and for Community Benefits for Increased FAR, Parking Variance, and Tentative Parcel Map for a new research and development campus in one seven -story building, one eight -story building, and a parking garage. (King Bayshore Owner LLC, Peter Banzhaf, applicant and property owner; Perkins and Will, Derek Johnson, architect ) (64 noticed) Staff Contact: Erika Lewit a. 1200-1340 Bayshore Highway, zoned BFC - Environmental Scoping to solicit input on a Notice of Preparation (NOP) for an Environmental Impact Report (EIR) for redevelopment of a 12 acre site with three, 11-story life science/office buildings totaling 1.46 million square feet with two, 10-story parking structures each with two levels of below grade parking. (DivcoWest, Burlingame Venture LLC, applicant and property owner; WRNS Studio, architect) (31 noticed) Staff Contact: Kelly Beggs/Catherine Keylon b. 10. COMMISSIONER’S REPORTS 11. DIRECTOR REPORTS - Commission Communications - City Council regular meeting of August 15, 2022. 12. ADJOURNMENT Notice: Any individuals who require special assistance or a disability-related modification or accommodation to participate in this meeting, or who have a disability and wish to request an alternative format for the agenda, meeting notice, agenda packet or other writings that may be distributed at the meeting, should contact Ruben Hurin, Planning Manager, by 10:00 a.m. on Monday, August 22, 2022 at rhurin@burlingame.org or (650) 558-7256. Notification in advance of the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting, the materials related to it, and your ability to comment. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda will be made available for inspection via www.burlingame.org/planningcommission/agenda or by emailing the Planning Manager at rhurin@burlingame.org. If you are unable to obtain information via the City's website or through email, contact the Planning Manager at 650-558-7256. An action by the Planning Commission is appealable to the City Council within 10 days of the Planning Commission's action on August 22, 2022. If the Planning Commission's action has not been appealed or called up for review by the Council by 5:00 p.m. on September 1, 2022, the action becomes final. In order to be effective, appeals must be in writing to the City Clerk and must be accompanied by an appeal fee of $745.00, which includes noticing costs. Page 3 City of Burlingame Printed on 8/18/2022 BURLINGAME CITY HALL 501 PRIMROSE ROAD BURLINGAME, CA 94010 City of Burlingame Meeting Minutes Planning Commission 7:00 PM OnlineMonday, August 8, 2022 1. CALL TO ORDER The meeting was called to order at 7:01 p.m. Staff in attendance: Planning Manager Ruben Hurin, Senior Planner Erika Lewit, and Assistant City Attorney Scott Spansail. 2. ROLL CALL Comaroto, Gaul, Horan, Lowenthal, Pfaff, Schmid, and TsePresent7 - 3. APPROVAL OF MINUTES a.Draft June 27, 2022 Planning Commission Meeting Minutes Draft June 27, 2022 Planning Commission Meeting MinutesAttachments: Commissioners Lowenthal and Schmid were abstained from this item because they were not present at the June 27, 2022 Planning Commission Meeting. Commissioner Horan made a motion, seconded by Commissioner Tse, to approve the meeting minutes. The motion carried by the following vote: Aye:Comaroto, Gaul, Horan, Pfaff, and Tse5 - Abstain:Lowenthal, and Schmid2 - b.Draft July 11, 2022 Planning Commission Meeting Minutes Draft July 11, 2022 Planning Commission Meeting MinutesAttachments: Commissioner Horan was abstained from this item because he was not present at the July 11, 2022 Planning Commission Meeting. Commissioner Comaroto made a motion, seconded by Chair Gaul, to approve the meeting minutes. The motion carried by the following vote: Aye:Comaroto, Gaul, Lowenthal, Pfaff, Schmid, and Tse6 - Abstain:Horan1 - 4. APPROVAL OF AGENDA There were no changes to the agenda. 5. PUBLIC COMMENTS, NON-AGENDA There were no Public Comments. Page 1City of Burlingame August 8, 2022Planning Commission Meeting Minutes 6. STUDY ITEMS There were no Study Items. 7. CONSENT CALENDAR a.1430 Palm Drive, zoned R-1 and R-3 - Application for Conditional Use Permit for a preschool use in an existing church building. This project is Categorically Exempt from review pursuant to the California Environmental Quality Act (CEQA), per Section 15301 Class 1(a) of the CEQA Guidelines. (Rita Enright, applicant; Alan William Coon, architect; New Life Community Church of Burlingame, property owner) (210 noticed) Staff Contact: 'Amelia Kolokihakaufisi 1430 Palm Dr - Staff Report 1430 Palm Dr - Attachments 1430 Palm Dr - Plans Attachments: Vice-Chair Pfaff made a motion, seconded by Chair Gaul to approve the Consent Calendar. The motion carried by the following vote: Aye:Comaroto, Gaul, Horan, Lowenthal, Pfaff, Schmid, and Tse7 - 8. REGULAR ACTION ITEMS a.713 Howard Avenue, zoned R-1 - Application for Design Review and Special Permits for first and second story plate heights and second story balcony for a new, two story single-unit dwelling and detached garage. This project is Categorically Exempt from review pursuant to the California Environmental Quality Act (CEQA), per Section 15303 (a) of the CEQA Guidelines. (Audrey Tse, Insite Design Inc, applicant and architect; Kevin and Christine Chung, property owners) (98 noticed) Staff Contact: Fazia Ali 713 Howard Ave - Staff Report 713 Howard Ave - Attachments 713 Howard Ave - Plans Attachments: All Commissioners have visited the project site. Commissioner Tse was recused from this item because she is the architect for the project. Planning Manager Hurin provided an overview of the staff report. Chair Gaul opened the public hearing. Lauren Lee represented the applicant and answered questions regarding the project. Public Comments: > There were no public comments. Chair Gaul closed the public hearing. Commission Discussion/Direction: Page 2City of Burlingame August 8, 2022Planning Commission Meeting Minutes >I appreciate the applicant hearing our comments. The change in the rear really does make a big difference, it looks a lot better. Overall, it's a nice project and can see it going forward. >It looked a little strange the last time, but the changes make the project better. The renderings do a good job showing how the proportions work. I appreciate the changes and the specification of the tree, it is very nice. The space is broken up pretty nicely. >I'm still struggling a little bit with the proposed plate heights. I'm fearful of setting a precedent. We've been pretty consistent in keeping the plate heights at 9 feet on the first floor and 8 feet on the second floor. The house does squeeze to the maximum height limit. It also isn't helpful to have the lot so built out with the ADU in the garage and the ridge height being at the maximum height. So, I ’m a little torn about this. It's a really nice looking house, but I ’m afraid that in that neighborhood with all the single -story houses, this is going to dwarf a lot what's going on there. There are some two -story homes, but there are not a lot of them. I'm on the fence with this one, not 100 percent sure yet. Commissioner Lowenthal made a motion, seconded by Commissioner Schmid, to approve the application. The motion carried by the following vote: Aye:Comaroto, Horan, Lowenthal, Pfaff, and Schmid5 - Nay:Gaul1 - Recused:Tse1 - b.2229 Adeline Drive, zoned R -1 - Application for Design Review and Special Permit for Declining Height Envelope for a two and half story addition to an existing single -unit dwelling. This project is Categorically Exempt from review pursuant to the California Environmental Quality Act (CEQA), per Section 15303(e)(1) of the CEQA Guidelines. (Tim Raduenz, Form+One, applicant and designer; Cameron and Shannon Foster, property owners) (104 noticed) Staff Contact: Catherine Keylon 2229 Adeline Dr - Staff Report 2229 Adeline Dr - Attachments 2229 Adeline Dr - Plans 2229 Adeline Dr - Renderings Attachments: All Commissioners have visited the project site. Commissioner Lowenthal was recused from this item as he lives within 500’ from this property. Senior Planner Lewit provided an overview of the staff report. Chair Gaul opened the public hearing. Tim Raduenz, designer, represented the applicant and answered questions regarding the project. Public Comments: > There were no public comments. Chair Gaul closed the public hearing. Commission Discussion/Direction: >They have done a good job with this addition and it's going to look really good back there. So, I support it. >I agree with my fellow commissioner that this is a great little project. It looks like the rest of the house which I really like. It's well done. Page 3City of Burlingame August 8, 2022Planning Commission Meeting Minutes Commissioner Comaroto made a motion, seconded by Chair Gaul, to approve the application. The motion carried by the following vote: Aye:Comaroto, Gaul, Horan, Pfaff, Schmid, and Tse6 - Recused:Lowenthal1 - c.935 Paloma Avenue, zoned R-2 - Application for a Conditional Use Permit for a bathroom in a detached garage. This project is Categorically Exempt from review pursuant to the California Environmental Quality Act (CEQA), per Section 15303 (e) of the CEQA Guidelines. (Scovill Family Trust, Will Scovill, applicant and property owner; Jesse Geurse, Geurse Conceptual Designs, Inc ., designer) (133 noticed) Staff Contact: Ruben Hurin 935 Paloma Ave - Staff Report 935 Paloma Ave - Attachments 935 Paloma Ave - Plans Attachments: All Commissioners have visited the project site. Planning Manager Hurin provided an overview of the staff report. Chair Gaul opened the public hearing. Will Scovill, property owner, represented the applicant and answered questions regarding the project. Public Comments: > Van Le: Why do you need a bathroom and a kitchenette in a garage? Chair Gaul closed the public hearing. Commission Discussion/Direction: >I'm not really in support of the Conditional Use Permit (CUP) because I feel it creates a nonconforming ADU. Per the Public Works Department, it doesn't meet ADU standards because it's in a flood zone, so by having these extra facilities in the garage it becomes an ADU. So, that is trying to circumnavigate the issue of habitability. It should be a garage or storage, but it shouldn't be an ADU. I’m not seeing why we should be approving a CUP for this. >The application is not for an ADU but for a full bathroom in the garage, is that correct? (Hurin: That's correct. This could apply to any detached garage in Burlingame where somebody could legally add a bathroom. In this particular case, they would not be able to get the garage approved, get the final inspection and then apply for an ADU permit because it would require the finished floor to be raised. In this particular case, the request is just to have the bathroom in the detached garage. We've had some of these approved over the years, even prior to the ADU regulations which made things simpler ., but the application before you is for a full bathroom in detached garage.) >Spansail: I just wanted to add that code enforcement would be looking at this should it be rented as an ADU. We actually have a contractor that monitors that to make sure it's not rented out. The City does monitor compliance and we'll take enforcement action should it be used incorrectly. > On its own I don't have a big issue with the Conditional Use Permit, but the permanence of the story concerns me. The fact that they attempted to put in a kitchenette leads me to believe there's more planned for this unit than currently presented. I don't think people understand this, when you put in an ADU, people don't want to put the kitchenette if it's a part of the formality and the kitchenette goes unused. So it makes me believe there was an attempt to have someone there. That's a dangerous thing if Page 4City of Burlingame August 8, 2022Planning Commission Meeting Minutes that's what they're thinking of doing since it doesn't meet the flood zone requirement. I'm not in favor on the way it was done. If it was originally submitted this way, I would be thinking differently but it will be used differently as presented. There are ways around everything and I appreciate what Assistant City Attorney Spansail said. So, there's more concerns about this. >If the garage floor was above the flood zone and it would have otherwise been legal, then I would have less issue. But clearly, the Public Works Department has already made a ruling that it doesn't meet the requirements of a habitable space. By allowing the full bathroom and kitchenette to remain, we're facilitating a nonconforming ADU that will be forgotten downstream. >I totally agree with what my fellow commissioner just said. I feel like we're aiding in something, a space being utilized that is not allowable and with the flood zone issue, this is a life safety concern. Is there any City liability in relation to this if we approve the CUP and should there be some type of catastrophe in the future? There are rules and guidelines. Flood zone and rising sea level issues are a concern. I feel that this application is finding a loophole to address an issue that on its own would not be able to stand. >Spansail: I can address the City liability issue that you brought up. Should the Commission choose to approve the CUP, you are stating explicitly that it's not a habitable place and not something that should be lived in. If they rented it out, it would be illegal. The City is not saying they're allowed to put a person in there. I don't want you to think you should be going one way or the other, but in terms of liability or in terms of the Commission taking action that puts someone in harm's way, the Commission is not saying that someone is allowed to live in here, we're explicitly saying they aren't. >I agree with my fellow commissioners. The one issue I have is that it sets a precedent of people in the future doing this and the problem is that we can't monitor everything. Having a bathroom in its own is not a problem, but I agree with the flood zone issues and I worry. We built our ADU and last year when we had storms, I was so nervous about the water coming in. I even mentioned that I think ADUs should have a true foundation because you just don't ever know; water can seep in especially when it's in a flood zone . So, I would agree with my fellow commissioners and I don't know if I can support this project. >I would support a half bath, but not a full bath and kitchenette if the idea is convenience. >I would agree with my fellow commissioner. We have approved many garages in the past with a half bath with just a sink and toilet. So in light of that and to be consistent, I could support a half bath. The shower should be removed and an ADU is not on the table so the question is, if it's a full bath or not. >Hurin: Consideration of a half bath is certainly an option for you this evening since the CUP would be an approval for something that's less than what they're applying for. Chair Gaul reopened the public hearing. >Chair Gaul asked Mr. Scovill if he would be agreeable to having a toilet and sink but not a shower and the kitchenette. (Scovill: Yes, that would be agreeable. I want to clarify that the kitchenette is a storage area. It's not a kitchenette or used as a kitchenette. It absolutely was never intended to be an ADU. No one ever lived there or will ever live there. That wasn't the intention and there's a real foundation on it . Public Works has been out and inspected the plumbing already. We put a backwater valve on the toilet to make sure there's no backwater that can come in. So the plumbing and everything has been inspected, so it should be good in that respect.) Chair Gaul closed the public hearing. Commissioner Horan made a motion, seconded by Chair Gaul, to approve the application with the following amended condition: >that the project shall be built as shown on the plans submitted to the Planning Division date stamped July 25, 2022, sheets T.0, BMP.1, SP.1, A.1 through A.3, S.0, and HFX2; the bathroom in the detached garage shall only include a sink and toilet (no shower). Aye:Comaroto, Gaul, Horan, Lowenthal, Pfaff, and Tse6 - Nay:Schmid1 - Page 5City of Burlingame August 8, 2022Planning Commission Meeting Minutes 9. DESIGN REVIEW STUDY a.2313 Ray Drive, zoned R-1 - Application for Design Review and Hillside Area Construction Permit for a first and second story addition to an existing single -unit dwelling. (Jeff Alan Gard, applicant and architect; Ronan McConnell and Michele McKenna, property owners) (104 noticed) Staff Contact: 'Amelia Kolokihakaufisi 2313 Ray Dr - Staff Report 2313 Ray Dr - Attachments 2313 Ray Dr - Plans Attachments: All Commissioners have visited the project site. Senior Planner Lewit provided an overview of the staff report. Chair Gaul opened the public hearing. Jeff Alan Gard, designer, represented the applicant and answered questions regarding the project. Public Comments: > There were no public comments. Chair Gaul closed the public hearing. Commission Discussion/Direction: >The railing for the Juliet balcony feels a bit off, I ’m not sure if all railings should be the same. It's to use metal but the difference in direction, one being horizontal and the other vertical, feels a little off. >Not quite understanding what is happening with the four upper windows at the rear of the house, the layout is a little bit odd. Please provide a 3D rendering to give some details and see how things are laying out. The deck material is a little bit bothersome. >Suggests removing the transom window and perhaps making these windows a little bit larger to mimic the doors to the right-hand side. That area needs a little bit of work. >I like the project a lot. The rear elevation is becoming quite interesting. I appreciate that the gained space will be under the main roof line and not be impactful to other people. It is a pretty inventive solution to gain that space. I’d like to see this project move forward. >To echo my fellow commissioners, it is a very nice project. Would also like to see a 3D rendering. >There seems to be a blank space between the windows on the upper shingled area and below the Juliet balcony railing. I feel that this could work, but it would be great to see them in a 3D rendering as it is hard to understand what is going on exactly. >I like the project a lot. The window configuration helps to break up the verticality of the back of the house. I am okay with the window layout. >The two different railings at the rear of the house is quite bothersome. If those were either vertical or horizontal, it will be great. Of course, a rendering is always helpful. I honestly like the design, it ’s just that the railings need a little clean up. Commissioner Schmid made a motion, seconded by Commissioner Comaroto, to place on the item on the Regular Action Calendar when plans have been revised as directed. The motion carried by the following vote: Aye:Comaroto, Gaul, Horan, Lowenthal, Pfaff, Schmid, and Tse7 - b.2669 Martinez Drive, zoned R-1 - Application for Design Review and Hillside Area Page 6City of Burlingame August 8, 2022Planning Commission Meeting Minutes Construction Permit for a second story addition to an existing single -unit dwelling. (David Kuoppamaki, applicant and designer; Grace and Larry Ngai, property owners) (80 noticed) Staff Contact: 'Amelia Kolokihakaufisi 2669 Martinez Dr - Staff Report 2669 Martinez Dr - Attachments 2669 Martinez Dr - Plans Attachments: All Commissioners have visited the project site. Planning Manager Hurin provided an overview of the staff report. Chair Gaul opened the public hearing. David Kuoppamaki, designer, and Grace Ngai, property owner, represented the applicant and answered questions regarding the project. Public Comments: >Brett Turchin: I am the downhill neighbor, a tenant and not the owner. The existing deck overlooks our yard; there is not enough privacy as it is. The only concern I have is if that becomes a livable space there will be very little privacy for us. I am wondering if there can be some foliage that can be planted between the properties to give us some privacy. They don ’t really use the deck right now, so it hasn ’t been an issue, but that will be really appreciated. >Mary Maldonado, 1 Toledo Court: The reason I spoke with the owner of the project is because their trees and bushes were blocking my view and then he mentioned the project. I am not really familiar with the project except what I just looked at. I would like them to install story poles to see the space that they are going to build. I am also concerned if the deck is extended. When they put in umbrellas and patio furniture it’s going to block my view. What I would like to know if it is possible for them to put up story poles to see how high it is going to be, how big the project is, and if it will affect my views. >Public comment sent via email by Benjamin Lambert, 2653 Martinez Drive: I strongly support the construction of a second story at 2669 Martinez Drive for the following reasons: Doing so will greatly increase the value of the home and the reappraised home value will flow directly into more taxes paid to support our schools. I have two young children in the Burlingame school system. It is essential that we keep growing our school tax base, and with Prop 13 allowing home alterations is a great way to do so . Doing so will increase the value of my home and surrounding homes, because it will set a precedent that homeowners can expand their living space. A home where you can build is more valuable than a home where you can't. Doing so will improve the street's aesthetics. Right now the street is dominated by generic older homes. A newly renovated home helps bring the street to life and makes it feel more architecturally diverse. >Kevin Slaboda, 2704 Martinez Drive: We would like to second the motion from our neighbor at 1 Toledo Court to have story poles constructed to confirm if there is any view obstruction or not. Chair Gaul closed the public hearing. Commission Discussion/Direction: >Normally in situations like this, I am supportive of putting up story poles because it does help the neighbors see what is going to happen. But the fact that this is not actually a second story addition it is not going to be any taller than the ridge is now. So, anybody who is at the north of this property will not see the addition at all. It will only be the neighbor immediately next door on the right that would potentially see the side of the project. It doesn ’t seem like requiring story poles will provide any advantage to anybody up the hill because it is not that kind of an addition. I would suggest that the homeowners have that discussion with their two most immediate neighbors who voiced their concerns with privacy or trees. It is challenging because one is going to obstruct somebody else ’s view and the other one will create privacy, Page 7City of Burlingame August 8, 2022Planning Commission Meeting Minutes so it will be a delicate dance to make that work. Otherwise, I don ’t see any issues with doing this project. I think it has minimal to no impact to the uphill neighbors. I’d like to see this project go through. >Similarly, I thought this is nicely done. For the benefit of the neighbor who commented about another deck, I don’t believe there is another deck at this home. The idea is that the space is completely enclosed so it will be less impactful than what it would have been. However, when I saw the property there were no street trees and it looks barren. It is an opportunity to introduce in the public realm some appropriately sized trees. I’m pretty sure that the City Arborist has trees put in there regularly; within 10 feet beyond the curb is city property. For the purposes of planting trees since there is no planting strip there, I am only okay with this project if it includes some foliage. That will also include for the neighbor below, again, appropriately sized buffer trees. They don ’t have to be 30 feet tall. In the case of the street trees, the City Arborist will know what is good for that hillside area that does not block views but enhances the property itself and all the other properties in the area. I suggest for the architect to work with a landscaper and the neighbor to identify trees that are appropriate and can actually work for in between the properties that everybody is comfortable with. >While I agree with my fellow commissioner, I don ’t think there is any harm to allay the neighbors ’ concerns by putting up some simple story poles just to confirm what we already know. >The slope of the roof and the rear elevation windows are a bit off to me. While I appreciate the intent of minimizing any impacts on views, the slope of the roof doesn ’t match anything else in the architecture of the house. It looked a bit odd; it is a very long shallow sloping roof. It would almost be better flat in my opinion. The rear elevation with the large square window seems very flat. There needs be some work done to improve that rear elevation. >I would agree with my fellow commissioner. I appreciate the effort to not block the views and it is one way to do it. Architecturally, I don ’t think this really fits in well with the house. I am also concerned about the roofing materials that are proposed. The asphalt shingles in a 1:12 slope will not work. You probably have to go with a tar and gravel roof. That needs to be looked at a little bit closer. To err on the side of caution, I too would prefer that story poles be installed because we don ’t know who can or cannot see whose view may be blocked. It is not a deal breaker because it is at the back of the house. I don ’t know how much it is going to impact anyone, but it really does look like an addition and typically I ’d like to see things that blend in with the house a little bit more. The story poles are a must. Chair Gaul made a motion, seconded by Commissioner Horan, to place on the item on the Regular Action Calendar when plans have been revised as directed. The motion carried by the following vote: Aye:Comaroto, Gaul, Horan, Lowenthal, Pfaff, Schmid, and Tse7 - c.839 Crossway Road, zoned R-1 - Application for Design Review for a new, two -story single-unit dwelling. (Babak Nematollahi, applicant and designer; Southwest Investment Funds LLC, property owner) (126 noticed) Staff Contact: 'Amelia Kolokihakaufisi 839 Crossway Rd - Staff Report 839 Crossway Rd - Attachments 839 Crossway Rd - Plans 839 Crossway Rd - Renderings Attachments: All Commissioners have visited the project site. Senior Planner Lewit provided an overview of the staff report. Chair Gaul opened the public hearing. Babak Nematollahi, designer, represented the applicant and answered questions regarding the project. Public Comments: Page 8City of Burlingame August 8, 2022Planning Commission Meeting Minutes >Public comment sent via email by Bill Schlotter, 843 Crossway Road: Our house is next door to (the northwest of) 839 Crossway so we share a fence line. The presented plans maintain the driveway directly adjacent to our property. This layout is important to us because it represents the only means for equipment to access our backyard should such access be needed in the future. We also appreciate the planned landscaping along the northwest wall of the house that would replace the existing concrete pad between the house and the driveway. We would like the following points clarified if possible: 1) The driveway gate position moves toward the rear of the property with respect to the existing position by roughly 12 feet. However the drawings do not show the current fence. Is the intent to remove or change the current fence that exists between the new gate and the street? 2) The existing garage has a jerkinhead roof profile with gable vents. However in the plans the gable vents have been deleted and the apex of the roof has been flattened. Will the existing garage roof be modified as shown in the plans? 3) There is an existing tree shown in the plans on the front property line. If this is one of the fig trees, please clarify the location as the existing fig trees are setback a few feet from the property line. 4) Will the existing exterior walls that are will remain be supported by the existing foundation? Finally, we would like the development of this property to proceed as quickly as possible. Our children are at a perfect age to watch the construction from our roof deck. If there is anything we can do to clarify our questions please feel free to reach out to us. Chair Gaul closed the public hearing. Commission Discussion/Direction: >I am having a really hard time understanding any predominant style. I don't know what it wants to be and this happens sometimes with some projects we've had in the last few months. I don't understand where it's going. It has the bungalow roof on the left with the shed and it has an element in front that is very tall, about 15 feet, which is pretty aggressive and tall. The windows are all different and it has the elements in the back that I don't understand. Although we have a 3D rendering, it's not holding together for me. In addition, there are no street trees and I cannot find any in the plan. As far as setting, it certainly needs work. The house next to it on the corner is very special and this just needs quite a bit of work in my view. > I agree with my fellow commissioner ’s comments. The architectural elements are all over the board . You have clerestory windows on some gables and you have gable end vents on others. The roof pitches are 3½:12 and 8:12 which really doesn't work well together. That's half of the roof pitch. It's a little bit tall with a 9’-0” plate height on the second floor. That could be reduced down to 8’-0”, which is what we normally see which would help a lot. The proportions of the windows and the styles of the windows are all over the board. This would be a good candidate for design review consultant but I ’ll defer to my fellow commissioners. >I generally agree. On the one hand it's a good looking house but on the other hand, it has all the issues you have described and it comes across as just heavy. It looks like a lot of house for that property. If they have articulated it differently, it would look lighter. If you're going to have a front porch, it should be useable. A five foot wide front porch is not a great width for something that's truly usable, so I would like to see a front porch that really invites people to hang out on and furniture. I’m not getting the use of a second floor balcony at the front, it's very narrow. It's looking over parked cars on the street. I don't know how a bedroom is going to take advantage of a second floor balcony the way that's currently indicated. >I’m finding the fact that the first floor and the second floor are essentially the same square footage . It's making a very tall, large box and everything is very blocked. None of the elevations are really holding together much. The corner elements are not helping since they are tall and just blocked. It looks like a retail store with a house on top. We need to come back with something quite a bit softer to fit into that area especially given a lot of those homes are still on the smaller side. So, I ’m not really seeing a good design right now. >I agree with my fellow commissioners. I would like to see some details on the east and west elevations. I feel that those walls are pretty blank. The windows are of concern, we have different kinds of windows. This is a great candidate for a design review consultant. Page 9City of Burlingame August 8, 2022Planning Commission Meeting Minutes >Some of the comments made this evening are about the architectural style of this house. That is really the burning question, what does this house want to be? If that direction isn't communicated to the design review consultant, they're not going to be able to truly help. The architect and the applicant need to really think through that a little bit more, so they can at least have the better communication with the design review consultant and we can get a better product back to make it approvable, because I would like to make it a better experience and not harder. >Similarly in order to give direction, the back area with the garage and ADU has a distinct kind of Dutch style. Maybe that's something that could be worked off of because that seems to be staying put and being added on to. Maybe to go off of a style that's already there would be better than trying five others on the bulk of the building. The architect can manage something beautiful, it's just they need to pick something and go with it that holds together. Commissioner Comaroto made a motion, seconded by Chair Gaul, to refer the application to a design review consultant. The motion carried by the following vote: Aye:Comaroto, Gaul, Horan, Lowenthal, Pfaff, Schmid, and Tse7 - 10. COMMISSIONER’S REPORTS There were no Commissioner's Reports. 11. DIRECTOR REPORTS a.128 Elm Avenue, zoned R-1 - FYI for review of changes requested by the Planning Commission to a previously approved Design Review project for a new, two -story single-unit dwelling and attached garage. 128 Elm Ave - Memorandum 128 Elm Ave - Plans Attachments: >Accepted. 12. ADJOURNMENT The meeting was adjourned at 8:43 p.m. Page 10City of Burlingame August 8, 2022Planning Commission Meeting Minutes Notice: Any individuals who require special assistance or a disability-related modification or accommodation to participate in this meeting, or who have a disability and wish to request an alternative format for the agenda, meeting notice, agenda packet or other writings that may be distributed at the meeting, should contact Ruben Hurin, Planning Manager, by 10:00 a.m. on Monday, August 8, 2022 at rhurin@burlingame.org or (650) 558-7256. Notification in advance of the meeting will enable the City to make reasonable arrangements to ensure accessibility to this meeting, the materials related to it, and your ability to comment. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda will be made available for inspection via www.burlingame.org/planningcommission/agenda or by emailing the Planning Manager at rhurin@burlingame.org. If you are unable to obtain information via the City's website or through email, contact the Planning Manager at 650-558-7256. An action by the Planning Commission is appealable to the City Council within 10 days of the Planning Commission's action on August 8, 2022. If the Planning Commission's action has not been appealed or called up for review by the Council by 5:00 p.m. on August 18, 2022, the action becomes final. In order to be effective, appeals must be in writing to the City Clerk and must be accompanied by an appeal fee of $745.00, which includes noticing costs. Page 11City of Burlingame City of Burlingame Design Review and Hillside Area Construction Permit Address: 2313 Ray Drive Meeting Date: August 22, 2022 Request: Application for Design Review and Hillside Area Construction Permit for a first and second story addition to an existing single-unit dwelling. Applicant and Architect: Jeff Alan Gard APN: 025-182-400 Property Owners: Ronan McConnell and Michele McKenna Lot Area: 11,545 SF General Plan: Low Density Residential Zoning: R-1 Environmental Review Status: The project is Categorically Exempt from review pursuant to the California Environmental Quality Act (CEQA), per Section 15301 (e)(1) of the CEQA Guidelines, which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition. Project Description: The subject property is an interior lot that contains an existing one-story single-unit dwelling and an attached garage. The lot is relatively flat until the rear third, where it slopes downward approximately 20’-0” to Mills Creek. The applicant is proposing an addition to the main floor at the rear of the house, converting the crawl space below the main floor into living area , and expanding this living area to align with the addition above. With the proposed addition, the house would be two stories at the rear. The proposed house would have a total floor area of 2,940 SF (0.25 FAR) where 4,794 SF (0.42 FAR) is the maximum allowed. The subject property is located within the Hillside Overlay Zone. C ode Section 25.20.040 states that hillside development shall be designed to preserve existing distant views . View preservation shall be limited to obstruction of distant views to San Francis co Bay, the San Francisco Airport, and Mills Canyon from primary indoor living areas (living rooms and family rooms) (Code Section 25.20.040.B). The existing house contains three bedrooms and w ith this project, there is no increase in the number of bedrooms (room on Lower Level does not qualify as a bedroom since it is open to the stairway). Two parking spaces, one of which must be covered, are required on -site. One covered parking space is provided in the attached garage (15’-1” x 17’-2” clear interior dimensions); one uncovered parking space (9’ x 18’) is provided in the driveway. The existing attached garage has a nonconforming interior depth of 17’-2” where 18’-0” is the minimum required. However, because there is no increase to the number of existing bedrooms (three) and no changes are proposed to the garage , the garage does not need to be made to conform to current code requirements. All other Zoning Code requirements have been met. The applicant is requesting the following applications: Design Review for a first and second story addition to an existing single-unit dwelling (C.S. 25.68.020(C)(1)(b); and Hillside Area Construction Permit for a first and second story addition to an existing single -unit dwelling (C.S. 25.70.020(A)). This space intentionally left blank. Item No. 8a Regular Action Item Design Review and Hillside Area Construction Permit 2313 Ray Drive 2 2313 Ray Drive Lot Area: 11,545 SF Plans date stamped: August 11, 2022 EXISTING PROPOSED ALLOWED/REQUIRED SETBACKS Front (1st flr): (2nd flr): 19’-6” n/a no change n/a 15’-0” or block average 20’-0” or block average Side (left): (right): 5’-4” 1 6’-5” 2 7’-0” no change 7'-0" 7'-0" Rear (1st flr): (2nd flr): 76’-7” n/a 58’-2” 60’-2” 15'-0" 20'-0" Lot Coverage: 1,798 SF 15.6% 2,237 SF 19.4% 4,618 SF 40% FAR: 1,798 SF 0.16 FAR 2,940 SF 0.25 FAR 4,794 SF 3 0.42 FAR # of bedrooms: 3 no change --- Off-Street Parking: 1 covered (15’-1” x 17’-2” clear interior) 1 uncovered (9' x 18') no change 2 covered (18' x 18' for existing conditions) 1 uncovered (9' x 18') Building Height: 17’-3” 14’-4” (top of ridge of addition) 30'-0" DH Envelope: not applicable complies Special Permit (C.S. 25.10.055(A)(1)) ¹ Existing nonconforming left side setback. 2 Existing nonconforming right side setback. 3 (0.32 x 11,545 SF) + 1,100 SF = 4,794 SF (0.42 FAR) Summary of Proposed Exterior Materials: Windows: fiberglass clad wood Doors: wood entry door and wood garage door Siding: cement plaster and cedar shingles Roof: asphalt shingles Other: brick garden wall, wood steps Staff Comments: Planning staff would note that Mills Creek runs along the rear of the property. Since there are no improvements proposed beyond the 100 -year flood line (top of bank), no additional review/permitting is required from the California Department of Fish and Wildlife, Army Corps of Engineers, and the State Water Board. Design Review and Hillside Area Construction Permit 2313 Ray Drive 3 Design Review Study Meeting: At the Planning Commission Design Review Study meeting on August 8, 2022, the Commission had a few comments/suggestions regarding this project and voted to place this item on the Regular Action Calendar when all information has been submitted and reviewed by the Planning Division (see attached August 8, 2022 Planning Commission Minutes). The applicant submitted a response letter (see attachments), dated August 10, 2022, and revised plans, date stamped August 11, 2022, to address the Planning Commission’s comments. Design Review Criteria: The criteria for design review as established in Ordinance No. 2000 adopted by the City Council on December 6, 2021 are outlined as follows: 1. Consistency with any applicable design guidelines; 2. Compatibility of the architectural style with that of the existing character of the neighborhood; 3. Respect for the parking and garage patterns in the neighborhood; 4. Architectural style and consistency and mass and bulk of s tructures, including accessory structures; 5. Interface of the proposed structure with the structures on adjacent properties; 6. Landscaping and its proportion to mass and bulk of structural components; and 7. In the case of an addition, compatibility with the architectural style and character of the existing structure as remodeled. Required Findings for Design Review: Any decision to approve a Major Design Review application shall be supported by written findings addressing the criteria set forth in Chapter 25.68. In making such determination, the following findings shall be made: 1. The project is consistent with the General Plan and is in compliance with all applicable provisions of Title 25, all applicable design guidelines, all other City ordinances and regulations, and most specifically, the standards established in the Design Review C riteria above, as applicable. 2. The project will be constructed on a parcel that is adequate in shape, size, topography, and other circumstances to accommodate the pr oposed development; and 3. The project is designed and arranged to provide adequate consideration to ensure the public health, safety, and general welfare, and to prevent adverse effects on neighboring property. Suggested Findings for Design Review : 1. The proposed addition to an existing single-unit dwelling is consistent with the General Plan designation of Low Density Residential and is in compliance with all ap plicable provisions of Title 25; the proposed architectural style of the project respects the existing patterns in the neighborhood by maintaining hip and gable roofs and matching the existing plate heights below nine feet; the proposed style is consistent throughout each floor with wood clad windows and combination of siding materials (cement pl aster and cedar shingles) that match the design of the existing house and blends in with the existing character of the neighborhood. 2. The project will be constructed on a parcel that is adequate in shape, size, topography, and other circumstances to accommodate the proposed development as shown on the proposed plans . 3. The project is designed and arranged to provide adequate consideration to ensure the public health, safety, and general welfare, and to prevent adverse effects on neighboring property because the project complies with setback, lot coverage, floor area ratio, height and declining height envelope requirements. For these reasons, the project may be found to be compatible with the requirements of the City's design review criteria. Design Review and Hillside Area Construction Permit 2313 Ray Drive 4 Required Findings for Hillside Area Construction Permit: Any decision to approve a Hillside Area Construction Permit application pursuant to Code Section 25.20.040 and Chapter 25.70 shall be supported by written findings. In making such determination, the following fin dings shall be made: 1. The project is consistent with the purpose of the Hillside Overlay Zone. 2. The project complies with the development standards found in Section 25.20.040.B through I. 3. The placement of the proposed construction does not have a substantial impact on adjacent properties or on the character of the immediate neighborhood. Suggested Findings for Hillside Area Construction Permit: 1. That the proposed additions create enclosed living area at the lowest part of the buildable area of the lot and that the overall height of the addition is 2’-11” below the existing highest ridge and does not block protected views from neighboring properties. 2. That the additions do not increase the existing highest roof ridge for the single -unit dwelling. 3. That the existing trees along the left side and at the rear yard will remain with construction and screens the addition from neighboring properties. For these reasons, the project does not obstruct distant views from habitable areas with n earby dwelling units and therefore the project may be found to be compatible with Hillside Area Construction Permit criteria. Planning Commission Action: The Planning Commission should conduct a public hearing on the application, and consider public testimony and the analysis contained within the staff report. Action should include specific findings supporting the Planning Commission’s decision, and should be affirmed by resolution of the Planning Commission. The reasons for any action should be stated c learly for the record. At the public hearing the following conditions should be considered: 1. that the project shall be built as shown on the plans submitted to the Planning Division date stamped August 11, 2022, sheets A0.0 through A3.1; 2. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning s taff); 3. that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; 4. that any recycling containers, debris boxes or dumpsters f or the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 5. that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; 6. that prior to issuance of a building permit for construction of the project, the project construc tion plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; Design Review and Hillside Area Construction Permit 2313 Ray Drive 5 7. that all air ducts, plumbing vents, and flues shall be combined, where p ossible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 8. that the project shall comp ly with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure , interior or exterior, shall require a demolition permit; 9. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 11. that prior to scheduling the framing inspection the project architect or residenti al designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; and 12. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. ‘Amelia Kolokihakaufisi Associate Planner c. Jeff Alan Gard, applicant and architect Attachments: August 8, 2022 Planning Commission Minutes Applicant’s Response Letter to the Planning Commission, dated August 10, 2022 Application to the Planning Commission Hillside Area Construction Permit Application Planning Commission Resolution (proposed) Notice of Public Hearing – Mailed August 12, 2022 Area Map BURLINGAME CITY HALL 501 PRIMROSE ROAD BURLINGAME, CA 94010 City of Burlingame Meeting Minutes Planning Commission 7:00 PM OnlineMonday, August 8, 2022 a.2313 Ray Drive, zoned R-1 - Application for Design Review and Hillside Area Construction Permit for a first and second story addition to an existing single -unit dwelling. (Jeff Alan Gard, applicant and architect; Ronan McConnell and Michele McKenna, property owners) (104 noticed) Staff Contact: 'Amelia Kolokihakaufisi 2313 Ray Dr - Staff Report 2313 Ray Dr - Attachments 2313 Ray Dr - Plans Attachments: All Commissioners have visited the project site. Senior Planner Lewit provided an overview of the staff report. Chair Gaul opened the public hearing. Jeff Alan Gard, designer, represented the applicant and answered questions regarding the project. Public Comments: > There were no public comments. Chair Gaul closed the public hearing. Commission Discussion/Direction: >The railing for the Juliet balcony feels a bit off, I ’m not sure if all railings should be the same. It's to use metal but the difference in direction, one being horizontal and the other vertical, feels a little off. >Not quite understanding what is happening with the four upper windows at the rear of the house, the layout is a little bit odd. Please provide a 3D rendering to give some details and see how things are laying out. The deck material is a little bit bothersome. >Suggests removing the transom window and perhaps making these windows a little bit larger to mimic the doors to the right-hand side. That area needs a little bit of work. >I like the project a lot. The rear elevation is becoming quite interesting. I appreciate that the gained space will be under the main roof line and not be impactful to other people. It is a pretty inventive solution to gain that space. I’d like to see this project move forward. >To echo my fellow commissioners, it is a very nice project. Would also like to see a 3D rendering. >There seems to be a blank space between the windows on the upper shingled area and below the Juliet balcony railing. I feel that this could work, but it would be great to see them in a 3D rendering as it is hard to understand what is going on exactly. >I like the project a lot. The window configuration helps to break up the verticality of the back of the house. I am okay with the window layout. >The two different railings at the rear of the house is quite bothersome. If those were either vertical or horizontal, it will be great. Of course, a rendering is always helpful. I honestly like the design, it ’s just that the railings need a little clean up. Page 1City of Burlingame August 8, 2022Planning Commission Meeting Minutes Commissioner Schmid made a motion, seconded by Commissioner Comaroto, to place on the item on the Regular Action Calendar when plans have been revised as directed. The motion carried by the following vote: Aye:Comaroto, Gaul, Horan, Lowenthal, Pfaff, Schmid, and Tse7 - Page 2City of Burlingame jeff alan gard ARCHITECT CA - 30906 1317 GRANT AVENUE - SAN FRANCISCO, CALIFORNIA 94133-3903 JAG@JAGARCHITECTURE.COM 415.412.8369 TRANSMITTAL PLANNNING COMMISSION COMMENTS: 1. Provide a 3D rendering. 2. Deck railing and Juliet balcony railing – would like to see them as both horizontal or both vertical. 3. Window configuration below Juliet balcony could be revisited. 1. Digital renderings will be submitted to the Planner ahead of the meeting for your review. 2. We reviewed the options, and the owners can accept horizontal railing designs in both locations. 3. The drawings have been amended to indicate the material colors and the integration of the steel panel between the upper and lower units to indicate the design intent more clearly to identify the fenestration as a large gesture instead of an assembly of smaller units. Thank you Jeff Alan Gard TO: PLANNING COMMISSION City of Burlingame 501 Primrose Rd Burlingame, CA 94010 DATE: 8/10/2022 FROM: JEFF ALAN GARD 415.412.8369 jag@jagarchitecture.com JOB#: RE: Project Location McConnell Residence 2313 Ray Drive Burlingame, CA 94010 APN 025182400 RE: PLANNING APPLICATION PLAN REVIEW COMMENTS RECEIVED 8/8/22 RESPONSE TO COMMENTS City of Burlingame Community Development Department 501 Primrose Road (650) 558-7250 planningdept@burlingame.org Authorization to Reproduce Project Plans: I hereby grant the City of Burlingame the authority to post plans submitted with this application on the City’s website as part of the Planning approval process and waive any claims against the City arising out of or related to such action. _________ (Initials of Architect/Designer) Project Application - Planning Division Type of Application: Accessory Dwelling Unit Conditional Use/Minor Use Permit Design Review Hillside Area Construction Permit Minor Modification Special Permit Variance Other Project Address: Assessor’s Parcel #: Zoning: Project Description: Applicant Property Owner Name: Name: Address: Address: Phone: Phone: E-mail: E-mail: Architect/Designer Name: Address: Phone: E-mail: Burlingame Business License #: * Architect/Designer must have a valid Burlingame Business License. Applicant: I hereby certify under penalty of perjury that the information given herein is true and correct to the best of my knowledge and belief. Applicant’s signature: Date: Property Owner: I am aware of the proposed application and hereby authorize the above applicant to submit this application to the Planning Division. Property owner’s signature: Date: Date Application Received (staff only): City of Burlingame Community Development Department 501 Primrose Road P (650) 558-7250 www.burlingame.org City of Burlingame Hillside Area Construction Permit Application The Director or Planning Commission (if appealed) is required by law to make findings as defined by the City’s Ordinance (Code Section 25.70.030). Your answers to the following questions can assist the Director in making the decision as to whether the findings can be made for your request. A. Explain how the proposed project is consistent with the purpose of the Hillside Overlay Zone, include the following: 1. Protect public health and safety by minimizing hazards, including soil erosion and fire danger associated with development on hillsides; 2. Preserve and enhance the City’s scenic character, including its natural hillsides and views of San Francisco Bay; 3. Respect natural features in the design and construction of hillside development; and 4. Design hillside development to be sensitive to existing terrain, distant views, and significant natural landforms and features. 1. The proposed Back garden extension and excava6on is in a developed neighborhood area and will not impact public health, or increase fire danger. The proposed excava6ons are largely under the footprint of the exis6ng home and take advantage of the sloped por6on of the lot to add lower level story. 2. By building down into instead of adding an addi6onal story to the roof level the proposed rear yard addi6on is not visible from the street and will not increase the height of the exis6ng ridge line. 3. The proposed extension connects the main living level of the home to the exis6ng low lying flat area of the site. Small step retaining walls and raised planters knit the addi6on into the lower sloped areas. The proposed internal stair will allow for greater accessibility for maintaining the trees and grounds located along the drainage easement along the back property line. 4. The proposed rear yard addi6on is a modest extension of the exis6ng gable end form of the exis6ng home without impac6ng exis6ng distant views. The proposed addi6on seeks to improve access to the natural features of the site with low height terracing and internal stairs to leave much of the hillside undisturbed. Secretary RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW AND HILLSIDE AREA CONSTRUCTION PERMIT RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS, a Categorical Exemption has been prepared and application has been made for Design Review and Hillside Area Construction Permit for a first and second story addition to an existing single- unit dwelling at 2313 Ray Drive, Zone R-1, Ronan McConnell and Michele McKenna, property owners, APN: 025-182-400; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on August 22, 2022, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that: 1. On the basis of the Initial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per CEQA Section 15301 (e)(1) of the CEQA Guidelines, which states that additions to existing structures are exempt from environmental review, provided the addition will not result in an increase of more than 50% of the floor area of the structures before the addition, is hereby approved. 2. Said Design Review and Hillside Area Construction Permit are approved subject to the conditions set forth in Exhibit “A” attached hereto. Findings for such Design Review and Hillside Area Construction Permit are set forth in the staff report, minutes, and recording of said meeting. 3. It is further directed that a certified copy of this resolution be recorded in the official records of the County of San Mateo. Chairperson I, _____________ , Secretary of the Planning Commission of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 22nd day of August, 2022 by the following vote: EXHIBIT “A” Conditions of Approval for Categorical Exemption, Design Review and Hillside Area Construction Permit 2313 Ray Drive Effective September 1, 2022 Page 1 1. that the project shall be built as shown on the plans submitted to the Planning Division date stamped August 11, 2022, sheets A0.0 through A3.1; 2. that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type of hardscape materials shall be subject to Planning Division or Planning Commission review (FYI or amendment to be determined by Planning staff); 3. that any changes to the size or envelope of the basement, first or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; 4. that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 5. that demolition for removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; 6. that prior to issuance of a building permit for construction of the project, the project construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; 7. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; 8. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 9. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; EXHIBIT “A” Conditions of Approval for Categorical Exemption, Design Review and Hillside Area Construction Permit 2313 Ray Drive Effective September 1, 2022 11. that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; and 12. that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. 2313 Ray Drive 300’ noticing APN #: 025-182-400 Revisions GENERA L NOT ES A 0.0 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 1SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 Sheet Index ID A0.0 A0.1 A0.2 A0.S1 A1.1 A1.2 A1.3 A1.4 A1.5 A1.6 A2.1 A2.2 A2.3 A2.4 A3.1 A5.1 Name GENERAL NOTES SITE PLAN EXISTING SITE PLAN PROPOSED SITE SURVEY (E) FOUNDATION PLAN FLOOR PLAN (E) ROOF PLAN (E) PROPOSED LOWER LEVEL / FOUNDATION PLAN FLOOR PLAN PROPOSED PROPOSED ROOF PLAN NORTH ELEVATIONS SOUTH ELEVATIONS EAST ELEVATIONS WEST ELEVATIONS PROPOSED SECTIONS Renderings AB ACB ACOUS ACP ACT ADJ ADJACENT, ADJUSTABLE ACOUSTICAL TILE ACOUSTICAL PANEL ANCHOR BOLT ACOUSTICAL BOARD ABOVE FINISH FLOORAFF ACOUSTICAL ALUM AMP ACOUSTICAL METAL PANEL ALUMINUM AP APPROX ARCH APPROXIMATE ARCHITECTURAL ACCESS PANEL BLDG BLK BLKG BLT BM BOT BSMT B/B BACK TO BACK BASEMENT BOTTOM BEAM BUILT BLOCKING BLOCK BUILDING BETW BD BETWEEN BOARD CENTER TO CENTER CONTROL JOINT CEILING CENTER LINE CONSTRUCTION JOINT CABINET CB CATCH BASIN CLJ CLG CL CJ CAB C/C CLR CLOS CONC COL CO CLOSET CLEAR CASED OPENING COLUMN CONCRETE CONNECT CONSTRUCTION CONTINUOUS CORRIDOR CARPET CONN CONSTR CONT CORR CPT CRC CSP CT CTR CTSK COLD ROLLED CHANNEL COMBINATION STANDPIPE CERAMIC TILE CENTER COUNTERSUNK COURSES, CHANNELC COAT HOOKCHK MAGNETIC DOOR HOLDER DIAMETER DIFFUSER DIMENSION DOWN DOOR OPENING DOOR DRAWING DH DIFF DIM DN DO DR DWG DEPARTMENTDEPT DIA / Ø E.J. EL ELEV ELEC EMER ENAM ENCL ENGR EQ EQUIP ES ESC EWC EX EXH EXT ELEVATION ELEVATOR ELECTRICAL EMERGENCY ENAMEL ENCLOSURE ENGINEER EQUAL EQUIPMENT ELECTRIC STRIKE ESCALATOR ELECTRICAL WATER COOLER ELECTRIC EXIT DEVICE EXHAUST EXTERIOR EXPANSION JOINT EXIST EXISTING EXP EXPANSION EXISTING(E) FB FD FE F/F FEC FGWW FHC FIN FIS FL FLG FLUOR FO__ FLAT BAR FLOOR DRAIN FIRE EXTINGUISHER FACE TO FACE FIRE EXTINGUISHER CAB FRITTED GLASS WINDOW WALL FIRE HOSE CART FINISH FEDERAL INSPECTION SERVICE FLOOR FLOORING FLUORESCENT FIRE HOSE VALVEFHV FINISHED FLOOR ELEVATIONFFE FPRFG FR FT FTG FTO FIREPROOFING FIRE RATED FOOT OR FEET FOOTING FIRE TAPE ONLY FPRF FIREPROOF FRMG FRAMING FRTW FIRE TREATED WOOD QT QTY R RA RAD RB RD REF REFR REG REINF REQD REV RF RFG RLG RM RO RT RVS RWL QUARRY TILE QUANTITY RISER RETURN AIR RADIUS RESILIENT BASE ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REINFORCE OR REINFORCEMENT REQUIRED REVISE RESILIENT FLOORING ROOFING RAILING ROOM ROUGH OPENING RUBBER TILE REVERSE RAIN WATER LEADER SA SC SCD SCHED SD SECT SED SEIS SF SHT SIM SMD SPD SPEC SP SPR SQ SS SSD SST STD STL STOR STRUCT SUSP SYMM T&B TD TD/R TEL TER THK TO TO__ TOT TS TPD TYP UON UR UTIL VB VCT VERT VEST W W/ W/O WA WC WD WF WP WT WWF SUPPLY AIR SOLID CORE SEAT COVER DISPENSER SMOKE DETECTOR, SOAP DISPENSER SECTION SEE ELECTRICAL DRAWINGS SEISMIC SQUARE FOOT OR SQUARE FEET SHEET SIMILAR SEE MECHANICAL DRAWINGS SEE PLUMBING DRAWINGS SPECIFICATIONS SPEAKER SPRINKLER SQUARE SPECIAL SYSTEMS SEE STRUCTURAL DRAWINGS STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TOP AND BOTTOM TOWEL DISPENSER TOWEL DISPENSER/RECEPTACLE TELEPHONE TERRAZZO THICK TAPE ONLY TOTAL TUBE STEEL TOILET PAPER DISPENSER TYPICAL UNLESS OTHERWISE NOTED URINAL UTILITY VINYL BASE VINYL COMPOSITION TILE VERTICAL VESTIBULE WIDE, WIDE FLANGE WITH WITHOUT WAINSCOT WATER CLOSET WOOD WATERPROOF OR WATERPROOFING WORKING POINT WEIGHT WELDED WIRE FABRIC SCHEDULE TTY TELECOMMUNICATION DEVICE FOR THE DEAF S.J.SEISMIC JOINT SEE FIRE PROTECTION DRAWINGSFD WDW WINDOW RCP REFLECTED CEILING PLAN RVL REVEAL SANITARY NAPKIN VENDORSNV SND SANITARY NAPKIN DISPOSAL SERVICE SINKSSI TI TILE VIF VERIFY IN FIELD SEJT SEISMIC/EXPANSION JOINT TBD TO BE DETERMINED T TB TREAD TOWEL BASE TOP OF (ADD C = CURB, P = PAVEMENT, S = STL W=WALL FACE OF (ADD C = CONC., F = FIN. S = STUD GA GALV GB GSB GTC GAGE GALVANIZED GRAB BAR GYPSUM SHEATHING BOARD GROUND TRANSPORTATION CENTER H HB HC HDWD HDWE HGT HM HO HP HR ID IF IN IINCL INSUL JAN JT LAM LAT LB LG LH LOUV LP LT LWC MATL MAX MECH MET/MTL MFR MH MIN MIR MISC ML MUL NA NIC NO NOM NTS OA OC OD OFOI OF OFF OPNG OPP PERF PL PLAS PLBG PLAM PLYWD PNL POL PR PRCST PREFAB PRELIM PSF PSI PT PTD PTD HIGH HOSE BIBB HOLLOW CORE HARDWOOD HARDWARE HEIGHT HOLLOW METAL HOLD OPEN HORIZ HORIZONTAL HIGH POINT HOUR INSIDE DIAMETER INSIDE FACE INCH INCLUDE INSULATION JANITOR JOINT LAMINATE LATEX POUND LONG LEFT HAND LOUVER LOW POINT LIGHT LIGHT WEIGHT CONCRETE MATERIAL MAXIMUM MECHANICAL METAL MANUFACTURE MAGNETIC MONITORING HINGE MINIMUM MIRROR MISCELLANEOUS ELECTROMAGNETIC LOCK MULLION NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OWNER FURNISHED, OWNER INSTALLED OVERFLOW DRAIN OFFICE OPENING OPPOSITE PERFORATED PLATE PLASTER PLUMBING PLASTIC LAMINATE/STAINLESS STEEL COUNTER PLAM PLASTIC LAMINATE (PLAM HORIZONTAL, SST VERTICAL) PLYWOOD PANEL POLISHED PAIR PRECAST PREFABRICATED PRELIMINARY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PAINTED GYPSUM WALLBOARDGWB L ANGLE HCA HANDICAPPED ACCESSIBLE GYP GYPSUM INT INTERNATIONAL IT INTERNATIONAL TERMINAL MB MACHINE BOLT HW HOT WATER HEATER OH OVER HEAD OFCI OWNER FURNISHED, CONTRACTOR INSTALLED MTD MOUNTED ITB INTERNATIONAL TERMINAL BUILDING PTN PARTITION PTDF PAPER TOWEL DISPENSER PRESSURE TREATED DOUGLAS FIR FOLDING UTILITY SHELFFUS FURR FURRING 0'-0" ±0' A/2 2 A-5 2 A-5a 2 A-5 b 3 c 3/A-3 d Datum elevation Detail no. Sheet no. Revision no. Door type Window type Drawing no. Interior elevation Sheet no. Sheet no. Detail no. Building section no. Sheet no. Wall Sections Elevation Note A 2 LATH & PLASTER METAL EXTERIOR CEMENT PLASTER RIGID INSULATION BRICK GRAVEL / RUBBLE C.M.U. BLOCK CONCRETE BATT INSULATION STONE M.D.F. BOARD METAL FLASHING BUILDING PAPER/ WATERPROOFING SEALANT & BACKING ROD WOOD - FINISH PLYWOOD GYPSUM BOARD WOOD - ROUGH PROJECT SITEArea Map NOT TO SCALE Building Department Notes PARCEL #APN 025182400 Owner Contact Info Occupancy R3 (E) (NO CHANGE PROPOSED Construction Codes Type V B Description Drawing Symbols Ronan McConnell 2313 Ray Drive Burlingame, California 94010 415.812.0641 mcconnell.electric@gmail.com Zoning Project Data R1 HILLSIDE 11,545 sq.ft. ZONING PARCEL AREA BUILDING SF General Notes 1. All work shall be in conformance with 2019 CRC TITLE 24, CBC, UMC, & UPC local amendments and all applicable building codes. California Plumbing Code including all amendments as adopted in Ordinance 1889. NOTE SB 407 requires all noncompliant plumbing fixtures to be replaced by water conserving fixtures when a property is undergoing alterations or improvements. 2. All dimensions are to finish face or face of concrete unless otherwise noted (UON). All dimensions designated CLR MIN are finish dimensions UON. 3. Do not scale the drawings. Always refer to written dimension or ask the architect for clarification. 4. Refer to Architectural drawings for all dimensions unless otherwise noted on the structural plans. 5. All walls between the garage and living spaces to be 1 hr rated construction. 6. The contractor is to verify all services Electrical, Gas, Water and main service entrances, for accessibility code compliance and to confirm pressure, capacity, and amperage meet the requirements of the proposed work prior to submitting a bid for the work. 7. The contractor shall verify all critical dimensions on site and notify the architect immediately of any discrepancies between the drawings and the field conditions. 8. No extra compensation shall be allowed for extra work resulting from a lack of coordination between the trades. 9. All material and equipment and other products shall be installed per the manufacturer's most recent printed instructions and specificat- ions. Contractor to notify the architect in writing of discrepancies between construction documents and manufacturer's instructions. 10. The contractor is responsible for obtaining separate permits for electrical mechanical, plumbing, grading, or other permits as may be required local authorities. Issuance of a building permit based on these drawings does not constitute a granting of these separate permits. 11. The execution of the plans and subsequent drawings shall comply with Title 24 energy efficiency requirements and "mandatory measures". 12. Shop drawings shall be submitted to the architect for approval prior to fabrication for all structural and architectural steel work including railing and grab bars. 13. Do not remove any temporary fenestration labels or the manufacturer's labels on all glazing until after the building department inspections have verified the U-value and safety glass requirements. 14. No PVC or ABS plumbing may be used for this project. Use Cast Iron and Copper only. 15. Contractor to provide shop drawing for the owner & architects to review for all custom manufactured windows, doors, metal & iron work, and sheet built in goods prior to fabrication. 16. All newly installed wood siding and trim that is to be painted must be back primed prior to installation. 17. Provide Fire Blocking in all ceiling framing floor framing and furred down ceilings and over concealed draft @ 10'-0" o.c. maximum. 18. Contractor to comply with the Civil Engineering Drawings and specifications and erosion control measures. The Civil Engineer of Record shall be consulted to inspect the site to confirm that the erosion contrl measures installed by the contractor conform with the drawings. 19. The manufacturer's instructions for all new appliances and equipment shall be available on the job site at the time of building inspection CRC §R106.1.2 20. Installers are required to provide CF-6R forms for all new installations as regulated by the Energy Standards. 21. Moisture Content of Framing lumber and Timber MUST BE <19% BEFORE ENCAPSULATION IN FINISH OR GWB READING % DATE SIGNATURE _______________ ______________ _________________ _______________ ______________ _________________ _______________ ______________ _________________ 22. Contractor to verify in the field the existence of smoke detectors with battery back up and carbon monoxide alarms required per CRC §R315 AND PROVIDE COMPLIANT DETECTORS AS NEEDED WITHIN THE RESIDENCE. 23. IF A SUPPLEMENTAL DEMOLITION PERMIT APPLICATION IS REQUIRED THE DEMOLITION PERMIT WILL NOT BE ISSUED UNTIL A BUILDING PERMIT IS ISSUED 24. A GRADING PERMIT IF REQUIRED WILL BE OBTAINED FROM THE DEPT. OF PUBLIC WORKS. All construction work shall comply with the 2019 Editions of the California Building Code CBC, California Plumbing Code CPC, California Mechanical Code CMC, California Electrical Code CEC, California Energy Code California Green Building Standards Code CEC and Local Amendments. The scope of work proposes a back garden 19' deep extension into the rear garden to add a bathroom at the ground floor and a lower level family room and full bath. Materials Legend Abbreviations Stories 1 STORY EXISTING 2 STORIES PROPOSED WITH NO CHANGES VISIBLE FROM THE STREET Directory Architect 415 .412.8369 jag@jagar chit ectur e.c om Jef f Alan Gar d Architect 13 17 Gr ant Ave San Fr ancisco, CA 9 4 133 Sur veyor 925.734.6788 pob@quiet-r iver .com Kevin M Mc Guir e 6747 Sier r a Cour t Ste K Dublin, CA 94568 EXISTING GROUND FLOOR 1445 SF (E) SINGLE STORY RESIDENCE PLUS 353 SF GARAGE LOWER LEVEL 0 SF TOTAL FOOTPRINT SF = 1798 SF TOTAL CONDITIONED = 1445 SF TOTAL BUILDING AREA INC GARAGE = 1798 SF SINGLE FAMILY RESIDENCE AREA = 1445 PROPOSED GROUND FLOOR 1445 + 438.5 SF ADDITION 353 SF GARAGE NO CHANGE LOWER LEVEL 703 SF ADDITION TOTAL FOOTPRINT = 2236.5 SF TOTAL CONDITIONED = 2586.5.5 SF TOTAL BUILDING AREA =2586.5 + 353 GARAGE = 2939.5 SINGLE FAMILY RESIDENCE AREA= 2586.5 SF PUBLIC WORKS NOTES 1. Any work in the city right-of-way, such as street, sidewalk area, public easements, and utility easements, is required to obtain an Encroachment Permit Prior to starting work. 2. Replace Damaged and displaced curb, gutter and /or sidewalk fronting site. 3. No storm waters, underground waters draining from any lot, building, or paved areas shall be allowed to drain to adjacent properties nor shall these waters be connected to the city's sanitary sewer system. These waters shall all drain to either artificial or natural storm drainage facilities by gravity or pumping regardless of the slope of the property. No rain water from roofs or other rain water drainage shall discharge upon a public sidewalk (except in single family area) per Municipal code sections 18.08.010 (m) and (n) Anyone doing business in Burlingame must have a current City of Burlingame Business License. Sewer Backwater protection Certificate Required for the installation of any new sewer fixture per Ordinance No. 1710 Property owner improvements (deck, retaining wall, pool, shed, dwelling foundation, driveway pad, etc.) that are constructed within 25’ of the creeks top of bank shall stabilize the surrounding area to prevent erosion due to stormwater discharge from the improvements. In addition, vegetation that may impact the creek must be removed and replaced with stabilized material. Please show all downspouts that are directed to the creek and proposed stabilization measures on the site plan or landscape plan. FIRE SPRINKLER SYSTEM: Fire sprinkler system is required throughout the residence. Fire sprinkler plans shall be submitted under a separate permit through the fire department prior to installation. Construction Hours WEEKDAYS: 8:00 AM - 7:00 PM SATURDAYS: 9:00 AM - 6:00 PM SUNDAYS & HOLIDAYS: NO WORK ALLOWED See City of Burlingame Municipal Code, Section 13.04.100 for Details City of Burlingame Notes 4. No permanent structure (fences, columns, retaining walls,mail boxes etc.)shall be built in the City's right-of-way, beyond the property line and into the public right of way. 5. The project shall comply with the City's NPDES permit requirements to prevent storm water pollution. 6. All debris/garbage containers location shall be on property. In a situation where that is not possible, an encroachment permit is required from Public Works department for placing debris/garbage containers in public right of way. No wet garbage fluid shall enter public right-of-way or the storm drain system. 7. Construction hours in the City Public right-of-way are limited to weekdays and non-City Holidays between 8:00 a.m. and 5:00 p.m. WATER CONSERVATION PLUMBING FIXTURE PERFORMANCE REQUIREMENTS: The effective flush volume of water closets will not exceed 1.28 gal / flush. 2019 CGC §4.303.1.1 For dual flush toilets average two reduced flushes with one full flush. The effective flush volume of urinals will not exceed 0.125 gal / flush. 2019 CGC §4.303.1.2 Maximum flow rate for showers shall be 1.8 GPM, at 80 psi. 2019 CGC §4.303.1.3 Maximum flow rate for lavatory faucets shall be 1.2 GPM, at 60 psi. 2019 CGC §4.303.1.4.1 Maximum flow rate for kitchen faucets shall be 1.8 GPM, at 60 psi. Can temporarily increase to 2.2 GPM, but must default back to maximum flow rate of 1.8 GPM 2019 CGC §4.303.1.4.4 RECEIVED CITY OF BURLINGAME CDD-PLANNING DIVISION REVISED Revisions SIT E PLAN EX IST ING A 0.1 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 2SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 6 '-3 " 1 0 '-6 " 19'-6 1/2" 1 0 '2 0 ' S E T B A C K 15' SETBACK 7'±48'-6"±16'±16'-7 3/4"±27'-6"± 10'-3"6'-5 3/4"5'-4 3/4"6'-1/2"14'-9 1/4"7'1'R 280'NORTHWEST SOUTHEAST G S 05°12'05" E 185.67' S 15°50'30" E 157.88'N 61°12'00" E 88.23'RAY DRIVEMCKENNA & MCCONNELL10º 38' 27"L=52.00'92.2SIDEWALK ADJ RESIDENCEADJ RESIDENCEMILLS CREEKD R A I N A G E E A S E M E N T 80'90'7 0 ' 8 0 ' 8 0 ' 7 0 '80'70'90'(E) WATER METER (E) SHED 108 SF OUTLINE OF (E) RESIDENCE ± 1798 SF FOOTPRINT (E) WOOD RETAINING WALL LINE TO REMAIN 25' SETBACK FROM TOP OF BANK BY SURVEYOR FIELD CREW SURVEYED CREEK (E) GAS METER (E) ELECTRICAL SERVICE ENTRANCE T.O. CREEK BANK PER SURVEY 90.6 EL 91.2 EL 73' EL 67' EL T .O . C U R B 9 1 .1 E L T .O . C U R B 9 0 .3 E L AVG TOP OF CURB ELEVATION 90.7' AVERAGE SIDE PROPERTY LINE EL. 85.6 AVERAGE SIDE PROPERTY LINE EL. 81.75 ±90.5 ±73 ±91 EL ±80.2 EL 25' SETBACK TO 100 YEAR FLOOD LINE BANK PER CIVIL CALCULATIONS (E) DSDS DOWNSPOUT LOCATION KEY (E) DS (E) DS(E) DS(E) DS(E) AC UNIT NO CHANGES NOTE: PROPERTY OWNER IMPROVEMENTS (DECK, RETAINING WALLS, POOL, SHED, DWELLING FOUNDATION, DRIVEWAY PAD, ETC.) CONSTRUCTED WITHIN 25' OF THE CREEKS TOP OF BANK SHALL STABILIZE THE SURROUNDING AREA TO PREVENT EROSION DUE TO STORMWATER DISCHARGE FROM THE IMPROVEMENTS. ANY VEGETATION THAT MAY IMPACT THE CREEK MUST BE REMOVED AND REPLACE WITH STABILIZED MATERIAL. (N) RIPRAP DISSIPATOR 6' MIN. @ (E) OR (N) RAINWATER LEADER OUTLET @ HILLSIDE S H SOFTSCAPE AREA HARDSCAPE AREA S H H S S S S (E) GRAVEL (E) GATE (E) GATE H S S H(E) GATE FENCE LINE 25' SETBACK TO CREEK BANK IDENTIFIED BY SURVEY (E) LAWNMULCH M U LC H M U LC H (E) GARDEN WALL (E) SAND DRIVEWAY W/ PAVING SQUARES (E) SEWER CLEANOUT CONTRACTOR TO FOLLOW ARBORIST REPORT PROTECTION MEASURES FOR THE (E) TREE IN THE PROPOSED TERRACE AREA H 100 YEAR FLOOD ELEVATION PER CIVIL CALCULATIONS EL 72.2' (E) ABANDONED WOOD RETAINING WALLS (NO WORK) 10 2 A B C 5'± 10'-6"2'-8"10'LOT 18, BLK 19 (23 M 45) 2313 RAY DRIVE 11,545 SQ FT APN: 025-182-400 SINGLE FAMILY RESIDENCE FIN. FLR 92.85' REF EL. 0'-0" (E) WOOD RETAINING WALLS TO BE REMOVED / REPLACED H S 1 1/8" = 1'-0" (E) Site Plan Revisions SIT E PLA N PR OPOSED A 0.2 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 3SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 6 '-3 " 1 0 '-6 " 19'-6 1/2" 1 0 '2 0 ' S E T B A C K 15' SETBACK 7'±48'-6"±16' 19' ± 10'-3" 19'6'-5 3/4"5'-4 3/4"6'-1/2"14'-9 1/4"7'1'16'-7 3/4" (E)15'-7 3/4"4'±75' EL ±75' EL R 280'NORTHWEST SOUTHEAST G S 05°12'05" E 185.67' S 15°50'30" E 157.88'N 61°12'00" E 88.23'RAY DRIVEMCKENNA & MCCONNELL10º 38' 27"L=52.00'92.2SIDEWALK ADJ RESIDENCEADJ RESIDENCEMILLS CREEKD R A I N A G E E A S E M E N T 80'90'7 0 ' 8 0 ' 8 0 ' 7 0 '80'70'90'90' (E) WATER METER (E) SHED 108 SF PROPOSED FOOTPRINT OF ADDITION FAR CHART LOT 11,545 sf 32% +1,100 sf = 4,794.4 sf MAX FAR (E) House 1798+ Shed 108 = 1,906 sf ≤ 4794.4sf FAR PROPOSED 2939.5 sf House (inc. Lower Level & garage) + 108 sf Shed= 3047.5≤ 4794.4 LOT COVERAGE MAX 40% = 4,618 sf LOT COVERAGE (E) House 1798 + 108 Shed = 1,906 sf ≤ 4618 LOT COVERAGE PROPOSED 2236.5 sf House + 108 sf shed= 2344.5 sf≤ 4618 AREA OF ADDITION AT BACK 438.5 SF FOOTPRINT DN25' SETBACK FROM TOP OF BANK BY SURVEYOR FIELD CREW SURVEYED CREEK (E) GAS METER (E) ELECTRICAL SERVICE ENTRANCE T.O. CREEK BANK PER SURVEY 90.6 EL 91.2 EL 73' EL 67' EL T .O . C U R B 9 1 .1 E L T .O . C U R B 9 0 .3 E L AVG TOP OF CURB ELEVATION 90.7' AVERAGE SIDE PROPERTY LINE EL. 85.6 AVERAGE SIDE PROPERTY LINE EL. 81.75 ±90.5 ±73 ±91 EL ±80.2 EL (E) WOOD RETAINING WALL BELOW THE CREEK BANK LINE NO WORK OR RESTORATION PROPOSED WITHIN THE CREEK 25' SETBACK TO 100 YEAR FLOOD LINE BANK PER CIVIL CALCULATIONS (E) DSDS DOWNSPOUT LOCATION KEY (E) DS (E) DS(E) DS(E) DS(N) 4"Ø D.SPOUT OUTLET DOWN HILL FROM ADDITION FTG' & 4' MIN. TO PL W/ RIPRAP DISSIPATOR 6' MIN. @ FLOW LINE BELOW OUTLET (E) AC UNIT NO CHANGES NOTE: PROPERTY OWNER IMPROVEMENTS (DECK, RETAINING WALLS, POOL, SHED, DWELLING FOUNDATION, DRIVEWAY PAD, ETC.) CONSTRUCTED WITHIN 25' OF THE CREEKS TOP OF BANK SHALL STABILIZE THE SURROUNDING AREA TO PREVENT EROSION DUE TO STORMWATER DISCHARGE FROM THE IMPROVEMENTS. ANY VEGETATION THAT MAY IMPACT THE CREEK MUST BE REMOVED AND REPLACE WITH STABILIZED MATERIAL. (N) RIPRAP DISSIPATOR 6' MIN. @ (E) OR (N) RAINWATER LEADER OUTLET @ HILLSIDE NOTE: • THIS IS A TYPE 1 PROJECT AND REQUIRES A STORMWATER CONSTRUCTION POLLUTION PREVENTION PERMIT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. • ALL WATER LINES CONNECTION TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES, AND MATERIAL SPECIFICATIONS. CONTRACTOR TO CONTACT THE CITY WATER DEPT. FOR CONNECTION FEES. IF REQUIRED ALL FIRE SERVICES AND SERVICES 2" & OVER WILL BE INSTALLED BY BUILDER. ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS A SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL. • A SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO 1710. THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. • THE SANITARY SEWER LATERAL SHALL BE TESTED PER CHAPTER 15.10. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPT. COUNTER. S H SOFTSCAPE AREA HARDSCAPE AREA S H H S S S (E) GRAVEL (E) GATE (E) GATE H S S H(E) GATE FENCE LINE 25' SETBACK TO CREEK BANK IDENTIFIED BY SURVEY (E) LAWNMULCH M U LC H M U LC H (E) GARDEN WALL (E) SAND DRIVEWAY W/ PAVING SQUARES (E) SEWER CLEANOUT CONTRACTOR TO FOLLOW ARBORIST REPORT PROTECTION MEASURES FOR THE (E) TREE IN THE PROPOSED TERRACE AREA (E) LAWN AREA PROPOSED POOL EQUIPMENT LOCATION SUB SOIL DEDICATED RAINWATER DRAIN PIPE TO DAYLIGHT H H (N) SAND SET STONE OR PRECAST CONCRETE T.B.D (N) PAVING SQUARES IN GRASS/ DYMONDIA PROPOSED (11) (N) ROCKET CYPRESS OR SMILAR COLUMNAR EVERGREENS 100 YEAR FLOOD ELEVATION PER CIVIL CALCULATIONS EL 72.2' 10 2 A B C 35'± 10'-6"2'-8"10'438.50 sq ft LOT 18, BLK 19 (23 M 45) 2313 RAY DRIVE 11,545 SQ FT APN: 025-182-400 SINGLE FAMILY RESIDENCE FIN. FLR 92.85' REF EL. 0'-0" PROPOSED TERRACE 3 RISERS MAX. A.F.G. 1" BELOW FLR. LEVEL (N) TIMBER RETAINING WALL30" HIGH MAX T.O.W. EL 75'B.O.W. EL 72.5-73'SAND SET PAVINGSQUARE TERRACEUP9'X22' POOL S H S PLANTERPROPOSED SWIMMING POOL NOTES: CONTRACTOR TO VERIFY AND PROVIDE PROPERTY FENCING PROTECTING THE POOL AREA. FENCING MUST BE 5' MIN. WITH NO OPENINGS LARGE ENOUGH FOR A 4" SPHERE TO PASS AND NO FOOTHOLDS, PROJECTIONS, CAVITIES OR OTHER PHYSICAL CHARACTERISTICS THAT CAN SERVE AS HANDHOLDS OR FOOTHOLDS THAT WOULD ENABLE A CHILD YOUNGER THAN THE AGE OF 5 YEARS OLD TO CLIMB OVER THE FENCE. ALL PROPERTY FENCE GATES PROVIDING ACCESS TO THE POOL AREA MUST BE SELF CLOSING & LATCHING POOL SAFETY GATES. RV GATES ARE NOT ALLOWED. POOL TO COMPLY WITH SWIMMING POOL SAFETY ACT HS CODE §115920-115929 & 2019 CBC §3109.2 PROVIDE BOTH OF THE FOLLOWING: 1. AN APPROVED SAFETY POOL COVER COMPLYING WITH THE PERFORMANCE STANDARDS OF (ASTM) F1346-91. 2. AUDIO EXIT ALARMS FROM EVERY DOOR WITH ACCESS TO THE POOL AREA FROM THE HOME 1 1/8" = 1'-0" Site Plan Proposed Revisions SIT E SUR V EY A 0.S1 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 4SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 Revisions (E) FOUNDA T ION PLA N A 1.1 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 5SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 16'48'-6" 17'-3/4" (E) CRAWL SPACE (E) SLAB ON GRADE @ GARAGE 80'90'82'84'86'88'78'76'74'FOOTINGS TO BE REPLACED WITH RETAINING WALLS WALL KEY (E) WALLS REPLACE (E) FOUNDATION THIS AREA WITH (N) RETAINING WALL FOUNDATION PER STRUCTURAL DRAWINGS 7'-3" MIN. CLR27'-6"16'-7 3/4"10 2 A B C 1 1/4" = 1'-0" (E) Foundation & Demo Plan Revisions FLOOR PLA N (E) A 1.2 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 6SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 352 .71 s q ft W/D F ±21'-3 3/8"6 1/2"25'-7 1/8" 48'-6" 46'-8" 12'-6 1/4" 5 1/2" 10'-1 1/2" 5 1/2" 6'-1/2" 5 1/2" 15'-6 1/4" 3'-1" 4 1/2" 12'-3/4"16'-2"14'13'-6 1/8"16'-7 5/8"11'-10 1/4"15'-7 3/4"12'-4 1/8"13'-8 5/8" 14'-5 5/8" 4'-1" 16' ±22'-3 1/8" 36' 14'-10" (N)WESTPTRYLDRY(E) KITCHEN (E) LIVING (E) DINING (E) BEDROOM BATH CLCLCLCL(E) GARAGE NO WORK 92.85' F.F. EL (E) GARDEN WALL (E) PRIMARY BEDROOM (E) SHED(E) (E) BEDROOM CLCL80'90'82'84'86'88'78'76'(E) RETAINING WALL±90.5 ±91 EL (E) (E) (E) (E) (E) (E) WALLS TO BE DEMOLISHED WALL KEY (E) WALLS (E) WOOD BURNING FIRE PLACE (NO WORK PROPOSED) (E) RETAINING WALL TO BE REMOVED IN FOOTPRING OF ADDITION (E) 10 2 A B C 1 1/4" = 1'-0" (E) Ground Floor & Demo Plan Revisions ROOF PLAN (E) A 1.3 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 7SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 216'-7 3/4"27'-6"16'48'-6"4"1'-3"1'-3"1'-3"5 :12 SLOPE (E) CHIMNEY 5 :12 SLOPE 5 :12 SLOPE5 :12 SLOPE5 :12 SLOPE5 :12 SLOPE5 :12 SLOPE (E) ATTIC ACCESS NO ROOF DEMOLITION PROPOSED (NEW ROOF TIES INTO (E) RIDGE LINE & ROOF SLOPE 10 2 A B C 1 1/4" = 1'-0" (E) Roof Plan (NO DEMO PROPOSED THIS LEVEL) Revisions PR OPOSED LOWER LEVEL / FOUNDA TION PLA N A 1.4 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 8SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 04 19' ADDITION16'48'-6" ± 15'-7 1/4"19'-5 1/2" ± 15'-3/4"14'-7 5/8"16'-7 1/4"3'-6"3'-5"13'-2 1/4"1'1'(E) CRAWL SPACE (E) SLAB ON GRADE @ GARAGE UC REFMURPHY BED UPOPTION FOR GAME ROOM TV82.85' F.F. EL -10' TO (E) F.F.CABNET/ CLOSETCABNET/ CLOSET/ MURPHY BED (E) RETAINING WALL (N) DECAY RESISTANT WOOD STEPS FOLLOWING (E) SLOPE TO (N) LEVEL LANDING 7 3/4" MAX RISE 11" MIN. RUN (E) RETAINING WALL LINE ABOVE 80'90'82'84'86'88'78'76'74'WALL KEY (E) WALLS (N) WALLS 7'-3" MIN. CLR2 A3.1 2 A3.1123456789101112131415167 1/2" R 11" T 03 27'-6"16'-7 3/4"7'-10"12'2'-8 1/2" 703.15 sq ft (E) TREE PROTECT FROM BACK FILL REMOVE (E) DECAYED WOOD RETAINING WALL ATTACHED TO TREE (DASHED) (E) WOOD RETAINING WALL REMOVE THIS AREA TO RETURN TO NATURAL SLOPE RETAINING WALLS 30" MAX HEIGHT T.O. WALL 75' EL GRASS ± 75' EL (N) GARDEN WALL 36" MAX T.O.W. 78' EL (N) SAND SET PAVING TERRACE ± 82'-1.5"EL LANDING EL. 82.75'SEAT OVER HOLE FOR UNDISTURBED SOIL AT TREE BASE TRIM WOOD SEAT TO MAINTAIN 2" CLR TO TRUNK DNUP 10 2 A B C 3 1 A3.1 1 A3.1 1 1/4" = 1'-0" Proposed Lower Level Plan Revisions FLOOR PLA N PR OPOSED A 1.5 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 9SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2 352.71 sq ft W/D F ±21'-3 3/8"6 1/2"25'-7 1/8" 48'-6" 46'-8" 12'-6 1/4" 5 1/2" 10'-1 1/2" 5 1/2" 6'-1/2" 5 1/2" 15'-6 1/4"16'-2"11'-10 1/4"15'-7 3/4"12'-4 1/8"13'-8 5/8" 14'-5 5/8" 4'-1" 16' ±22'-3 1/8" 36' 19' ±15'-4 1/2" 4 3/4" 9'-9 5/8" 4 3/4" 19' 5'-11"4'-9 1/2"4 3/4"6'-4"4 3/4"±8'-5 3/4"1'1'13'-7 1/4"6' 6' 6' 6' 6' 6' 6' 6' 6' 11'-10" 1'-8" ±75' EL ±75' EL 2 A3.1 2 A3.1 (N)WEST (N)SOUTHPTRYLDRY(E) KITCHEN (E) LIVING (E) DINING (E) BEDROOM BATH PRIMARY BEDROOM CL CLCLCLCL(E) GARAGE NO WORK 92.85' F.F. EL (E) GARDEN WALL (E) SHED(N) OFFICE (N) BATH (E)BOOK SHELVES(E) BEDROOM 7 4 7 6 7 8 8 0 8 280'90'82'84'86'88'78'76'74'(E) RETAINING WALL30" MAX RETAINING WALL ±90.5 ±91 EL (E) (E) (E) (E) (E) (E) WALL KEY (E) WALLS (N) WALLS (E) GAS FIRE PLACE (NO WORK PROPOSED) (E) DN DN (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) 10 A B C 10 11 12 13 14 22'-3"18'-5 5/8"6'-1/4"16'-7 1/4"9'22'4'-4 3/8"5'9'-2 1/2" 1 A3.1 1 A3.1 ADDITION 438.50 sq ft (N) TREE NEW TERRACE 1" BELOW INTERIOR FLOOR 92.75' SLOPE 2% AWAY FROM FOOTING CAB(N) POOL 1 1/4" = 1'-0" Proposed Ground Floor Plan Revisions PR OPOSED ROOF PLA N A 1.6 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 10SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 2 A3.1 2 A3.1 16'48'-6"19' 19'-11 5/8" ADDITION 1'-3"16'-7 3/4"7'-10"16'-7 1/4" 1'-3" (E)1'-3" (E) 713.59 sq ft OFMODIFIED ATTIC /300=2.38 SQ FT OF ATTIC VENTS 5 :12 SLOPE (E) CHIMNEY 5 :12 SLOPE 5 :12 SLOPE5 :12 SLOPE5 :12 SLOPE5 :12 SLOPE5 :12 SLOPE 5 :12 SLOPE5 :12 SLOPEALIGN FASCIA TO (E) 5 :12 SLOPE5 :12 SLOPE (E) ATTIC ACCESS NO ROOF DEMOLITION PROPOSED (NEW ROOF TIES INTO (E) RIDGE LINE & ROOF SLOPE 1.4SQ FT. SCREENED ATTIC VENT @ GABLE END 1.4SQ FT. SCREENED ATTIC VENT @ GABLE END 10 A B C 1 A3.1 1 A3.1 1 1/4" = 1'-0" Proposed Roof Plan Revisions NORTH ELEVA TIONS A 2 .1 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 11SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 6 .11.2 2 C B A 8'-3"±17'-3 1/2"14'14'30'45.00° 45.00°(E) TOP PL FIN. FL. EL. 92.85' ±5 12 (E) ASPHALT SHINGLE ROOF (E) EXT. CEMENT PLASTER FINISH (E) CEDAR SHINGLES(E) BRICK GARDEN WALL (E) RIDGE 90.7 AVG TOP OF CURBPAINTED WOOD GARAGE DOOR (E) PAINTED WOOD ENTRY DOOR (E) WOOD CLAD W/ PULTRUDED FIBERGLASS (E) CHIMNEY CAP & PROFILE (E) EXT. CEMENT PLASTER FINISH 81.75 AVG EAST ELEV DECLINING HEIGHT ENVELOPE (E) RIDGE ± 108' 85.6 AVG EAST ELEV DECLINING HEIGHT ENVELOPE 8'-3" (E) TOP PL±17'-3 1/2"12'7'-6"30'12'7'-6"8' (N) TOP PL@ ADDITION4'-2 1/2"2'-4"45.00° 45.00°±11.57 sq ftFIN. FL. EL. 92.85' ±5 12 (E) EXT. CEMENT PLASTER FINISH (E) BRICK GARDEN WALL (E) TOP PL (E) RIDGE (E) CHIMNEY CAP & PROFILE (E) (E) (E)(E) (E) ASPHALT SHINGLE ROOF (E) CEDAR SHINGLESPAINTED WOOD GARAGE DOOR (E) PAINTED WOOD ENTRY DOOR (E) WOOD CLAD W/ PULTRUDED FIBERGLASS (E) EXT. CEMENT PLASTER FINISH 90.7 AVG TOP OF CURB± 108' 81.75 AVG EAST ELEV DECLINING HEIGHT ENVELOPE 85.6 AVG EAST ELEV DECLINING HEIGHT ENVELOPETOP PLADDITION(E) EGRESS WINDOW 1 1/4" = 1'-0" (E) North Elevation 2 1/4" = 1'-0" Proposed North Elevation NO VISIBLE CHANGES NO VISIBLE CHANGES Revisions SOUT H ELEVA TIONS A 2 .2 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 12SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2 A 25'-8 1/4"18'-5 5/8"8'-3"10'4'±17'-3 1/2"12'7'-6"8' TOP PL@ ADDITION12'8'-10 1/2" PLATE HT.7'-6"±2'-11"1'30'17'-5 5/8" ADDITION 45.00° (E) TOP PL FIN. FL. EL. 92.85' ±5 12 (E) EXT. CEMENT PLASTER FINISH (E) RIDGE FIN. FLR. EL 82.85' (E)(E) (N) EXT. CEMENT PLASTER FINISH TO MATCH (E) SHINGLES TO MATCH (E) ROOF (E) SLOPED GRADE (N) STEPS FOLLOWING (E) GRADE TO LOWER GARDEN LEVEL (N) RET. WALLS TO REPLACE (E) THIS AREA FOR (N) LEVEL LANDING POST AND LAGGING SYSTEM (N) RAISED PLANTING BED RETAINING WALL 36" MAX ABOVE FIN. GRADE (N) (N) (N) (N)(N) DECLINING HT. @ BACK WALL GRID LINE 3 ± 108' 81.75 AVG EAST ELEV DECLINING HEIGHT ENVELOPE 85.6 AVG EAST ELEV 90.7 AVG TOP OF CURB(N) TOP PL PROPERTY LINE @ (E) WALL PLANE BEYONDELCA 3735 E* ELCA 3743 E (N) ELCA 3735 E* ELCA 3743 E (E) RIDGE ±5 12 ELCA25472WELCATR4919 (N) SLIDING GLASS DOOR SERVES AS EGRESS FROM LOWER LEVEL ±5'-8" X 7'-0" CLR OPENING STEEL PLATE "SPANDREL" PANEL HEAD TO SILL- BOTH PANEL AND METAL RAILING PAINTED TO MATCH WINDOW UNITS ALIGN TO JAMBS CONTINUOUS 2" MIN. PROJ. JAMB TRIM "BALLOON" TOP HEAD TO LOWER FLOOR SILL PAINT TO MATCH WINDOW UNITS B C A B C 8'-3"14'-11 1/2"±16'-10 1/2"±17'-3 1/2"14'14'±2'-11"30'45.00° 45.00° (E) TOP PL FIN. FL. EL. 92.85' ±5 12 (E) ASPHALT SHINGLE ROOF (E) EXT. CEMENT PLASTER FINISH (E) CHIMNEY 90.7 AVG TOP OF CURB(E) WOOD CLAD W/ PULTRUDED FIBERGLASS ± 108' (E) RIDGE 81.75 AVG EAST ELEV DECLINING HEIGHT ENVELOPE 85.6 AVG EAST ELEV (E) RIDGE 2 1/4" = 1'-0" Proposed South Elevation 1 1/4" = 1'-0" (E) South Elevation Revisions EA ST ELEVA TIONS A 2 .3 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 13SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2 2 1 0 8'-3"±14'-11 1/2"17'-6"±17'-3 1/2"(E) TOP PL FIN. FL. EL. 92.85' ±5 12 (E) ASPHALT SHINGLE ROOF (E) EXT. CEMENT PLASTER FINISH (E) CEDAR SHINGLES ±5 12 (E) WOOD(E) WOOD CLAD W/ PULTRUDED FIBERGLASS 90.7 AVG TOP OF CURB(E) EXT. CEMENT PLASTER FINISH ± 108' 2 1 03 8'-3"10'8'-10 1/2" PLATE HT.± 22'-3 3/4" RIDGE TO GRADE19'16'48'-6"±17'-3 1/2"8'3'-7 1/4"VIF ≤44"2'-9"4'-2 1/2"±11.57 sq ft(N) ROOF TO ALIGN W/ (E) BLEND (N) SHINGLES TO OLD (E) T OP PLATE ±5 12 (E) ASPHALT SHINGLE ROOF (E) EXT. CEMENT PLASTER FINISH (E) CEDAR SHINGLES ±5 12 (E) RIDGE FIN. FL. EL. 82.85' (E) CHIMNEY CAPS & SPARK ARRESTOR EXT. CEMENT FINISH (E)(N) (N) (N) (N) DECAY RESISTANT WOOD STEPS SET INTO (E) SLOPE ADDITION (E)(E)(E) (E) WOOD (E) WOOD CLAD W/ PULTRUDED FIBERGLASS 90.7 AVG TOP OF CURB(E) EXT. CEMENT PLASTER FINISH (N) WOOD CLAD W/ PULTRUDED FIBERGLASS MATCH (E) (N) TOP PLATE (E) RIDGE± 108' (E) EGRESS WINDOW FIN. FL. EL. 92.85' 1 1/4" = 1'-0" (E) East Elevation 2 1/4" = 1'-0" Proposed East Elevation Revisions W EST ELEVA TIONS A 2 .4 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 14SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2 0 1 32 8'-3"±17'10'48'-6"16'19'±22'-3 3/4"8'-10 1/2" TOP PL (N)2'-7 3/4"2'-9"2'8'-10 1/2"10'8'±17'-3 1/2"7.28 sq ft ±5 12 (E) ASPHALT SHINGLE ROOF (E) EXT. CEMENT PLASTER FINISH (E) CEDAR SHINGLES (N) CEDAR SHINGLES TO MATCH (E) IN ALCOVE (N) EXT. CEMENT PLASTER FINISH TO MATCH (E) (N) SHINGLE ROOF TO MATCH (E) ADDITION ±5 12 FIN. FL. EL. 82.85' (E) TOP PL SHINGLES TO MATCH (E) PAINTED METAL JULIET BALCONY 4"O.C. MAX PICKET SPACING (N) EMERGENCY ESCAPE WINDOW (N) ELCA 3735 E* ELCA 3743 E (N) ELCA 3735 E* ELCA 3743 E (N) TOP PL @ ADDITION 90.7 AVG TOP OF CURB± 108' (E) RIDGE (N) TOP PL FIN. FL. EL. 92.85' 0 1 2 48'-6"16'8'-3"± 17'±17'-3 1/2"(E) TOP PL FIN. FL. EL. 92.85' ±5 12 (E) ASPHALT SHINGLE ROOF (E) EXT. CEMENT PLASTER FINISH (E) CEDAR SHINGLES90.7 AVG TOP OF CURB± 108'(E) EXT. CEMENT PLASTER FINISH (E) PAINTED WOOD (E) WOOD CLAD W/ PULTRUDED FIBERGLASS (E) PAINTED WOOD 2 1/4" = 1'-0" Proposed West Elevation 1 1/4" = 1'-0" (E) West Elevation Revisions PR OPOSED SECT IONS A 3.1 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 15SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2 3 2 1 19' ADDITION 2'-5"MAX10'8'8' TO FRAMING8 3/4"8'-10 1/2"EXISTING ROOFNEW SAND SET PAVING (N) POST AND LAGGING RETAINING WALL S.S.D. DECAY RESISTANT STEPS 29" MAX ABOVE ADJ. GRADE 7 3/4" MAX R. 11" MIN. TREAD FILL (E) GRADE CUT (E) ATTIC TOP PL. @ ADDITION FOR DEEPER FRAMING (E) RIDGE FIN. FL. EL. 82.85' (E) FIN CEILING (E) CRAWL SPACE 6'-8" MIN. CLR(E) TOP PL TJI 11 7/8" (E) FIN. FL. EL. 92.85' METAL RAILING 42" ABOVE WALKING SURFACE W/ NO OPENINGS FOR A 4" Ø SPHERE TO PASS PAINTED OVERHANG & RAFTER TAILS TO MATCH (E) MATCH (E) ASPHALT SHINGLES RIDGE LINE & ROOF PITCH BATHROOM FIN.CEILING @ ADDITION ±7'-11 3/8" FOR C B 16'-7 3/4" 1'10'8'8'-10 1/2"5' TOP PL. @ ADDITION FOR DEEPER FRAMING (N) RIDGE ALIGN TO (E) FIN. FL. EL. 82.85' TOP PL 4X4'S @ 12" O.C. EA WAY W/ GOOD SIDE DOWN BETWEEN LAYERS PAINTED FASCIA AND OUTRIGGERS TO MATCH (E) @ OVERHANGS SILL GASKET CAPILLARY BREAK UNDER ALL MUD & SILL PLATES 4:12 SLOPE FALSE CEILING ALL ANNULAR SPACES IN THRU. WALL PENETRATIONS SHALL BE PROTECTED FROM RODENTS & PESTS W/ITH CEMENT MORTAR CONCRETE MASONRY OR NON-CORROSIVE METAL PTDF FURRING W/ RIGID INSULATION WALLS & FLOORS SLOPE NATURAL GRADE 5% 5' FROM BUILDING TO 6" MIN DROP TO SWALE DIRECTED TO NATURAL GRADE TOWARD CREEK (E) GRADE ±5 12 (N) GABLE END VENT INSECT SCREENS 1.4SF MIN EA GABLE VENT HOLES ABOVE INSULATION 1/300 OF RAFTER BAY MIN. SISTER OUTRIGGER TO MATCH (E) OVERHANGS BACK SPAN 2X O.HANG PAINTED SOFFIT BLOCK TO MATCH (E) STEPPED BOT. CORD W/ DECORATIVE 4X4'S @12" O.C. ABOVE SINK & TUB FOUNDATION BACK DRAIN MIRIDRAIN OVER CONC. WATERPROOFING PERFORATED PIPE @ BOT. OF FOOTING FILTER FABRIC EXCAVATION & BACK FILL PER SOILS REPORT WOOD SHINGLES TO MATCH (E) 3 COAT EXT. CEMENT PLASTER OVER GALV. METAL LATH & 2 LAYERS GRADE D BUILDING PAPER FOUNDATION WEEP SCREED 81.75 AVG EAST ELEV (E) FIN. FL. EL. 92.85' MATCH (E) ASPHALT SHINGLES RIDGE LINE & ROOF PITCH 1 1/4" = 1'-0" Proposed Section @ Stair 2 1/4" = 1'-0" Section @ Primary Bedroom Revisions R ender ings A 5.1 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 16SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2ORIGINAL PROPOSAL BACK GARDEN ADDITION VERTICAL PICKET RAILING BALCONY Revisions R ender ings A 5.2 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 17SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2REVISED PROPOSAL BACK GARDEN ADDITION HORIZONTAL RAILING AT BALCONY Revisions R ender ings A 5.3 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 18SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2ORIGINAL PROPOSAL BACK GARDEN ADDITION VERTICAL PICKET RAILING BALCONY REVISED PROPOSAL BACK GARDEN ADDITION HORIZONTAL RAILING AT BALCONY Revisions R ender ings A 5.4 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 19SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2ORIGINAL PROPOSAL BACK GARDEN ADDITION VERTICAL PICKET RAILING BALCONY Revisions R ender ings A 5.5 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 20SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2REVISED PROPOSAL BACK GARDEN ADDITION HORIZONTAL RAILING AT BALCONY Revisions R ender ings A 5.6 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 21SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2ORIGINAL PROPOSAL BACK GARDEN ADDITION VERTICAL PICKET RAILING BALCONY Revisions R ender ings A 5.7 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 22SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2REVISED PROPOSAL BACK GARDEN ADDITION HORIZONTAL RAILING AT BALCONY Revisions R ender ings A 5.8 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 23SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2ORIGINAL PROPOSAL BACK GARDEN ADDITION VERTICAL PICKET RAILING BALCONY Revisions R ender ings A 5.9 All ideas design arrangements, plans, concepts indicated or represented by this document are the copyrighted property of Jeff Alan Gard (jag architecture) and were created , evolved, and developed excluseively for use on and in connection with this project. None of said ideas arrangements, or plans shall be used or disclosed to any person, firm, or corporation whatsoever without the written permission of Jeff Alan Gard. Filing these documents with any public agency shall not be considered a publication of same. No copy, reproduction or use thereof is permissable without the written consent of JAG architecture. © JEFF ALAN GARD. ar c hit ect je f f a la n g ar d 24SHEET NUMBER NO. DESCR IPT ION 2 313 Ray Dr ive Bur lingame Calif or nia, 9 4 010 U.S.A . McConnell McKenna Residence w w w .jef f alangar d.c om T 415.495.6254 jag@jef f alangar d.c om 13 17 GRA NT AVE SAN FRA NCISCO, CA LIFOR NIA 94133 ARCHITECT CA LIC. 30906 APN 025182400 0 8 .11.2 2REVISED PROPOSAL BACK GARDEN ADDITION HORIZONTAL RAILING AT BALCONY City of Burlingame Design Review Study Address: 1669/1699 Bayshore Highway and Meeting Date: August 22, 2022 810/821 Malcolm Road Request: Second Review of an Application for Environmental Review, Design Review, Special Permits for building height and for Community Benefits for increased FAR, and Tentative Parcel Map for an Office/Research and Development campus consisting of two new seven and eight-story buildings and a parking garage. Applicant and Property Owner: King Bayshore Owner, LLC APNs: 026-302-530, 026-302-550, Architect: Perkins &Will Architects 026-301-180, 026-302-400 General Plan: Innovation Industrial Campus Ar ea: 197,760 SF total site (4.54 acres) Zoning: I-I (Innovation Industrial) 71,370 SF north parcel (1.6 acres) 126,390 SF south parcel (2.9 acres) Adjacent Development: Office buildings, industrial and vehicle storage uses, restaurants, and hotels Current Uses: Office, Industrial, Restaurant Proposed Uses: Office/Research & Development Allowable Uses: Office/Research and Development and Laboratories/Research and Development Note: This application was reviewed based on the new Zoning Ordinance, which became effective January 5, 2022. Environmental Review: Environmental review is required for this project under the California Environmental Quality Act (CEQA). As a part of preparing the Initial Study for the environmental document for this project, staff is requesting that the Planning Commission comment on any potential environmental effects which it feels should be investigated. These potential environmental effects which will be considered in the CEQA document include: • Aesthetics • Agriculture • Air Quality • Biological Resources • Cultural Resources • Energy • Geology and Soils • Greenhouse Gas Emissions • Hazards and Hazardous Materials • Hydrology and Water Quality • Land Use and Planning • Mineral Resources • Noise • Population and Housing • Public Services • Recreation • Transportation • Tribal Cultural Resources • Utilities and Service Systems • Wildfire • Cumulative Impacts The City has entered into a contract with an environmental consultant to prepare and document the analysis, findings, and determination that the proposed project will have been reviewed and in compliance with the CEQA, pursuant to Section 15332 of the CEQA Guidelines This space intentionally left blank. Item No. 9a Design Review Study Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 2 During preliminary review, Planning staff identified that the following applications are required for this project: Design Review (Code Sections 25.12.090 and 25.68.020(C)(3)); Special Permit for building height greater than 65 feet for properties fronting on Bayshore Highway (97 feet, 128 feet, and 143 feet proposed) (Code Sections 25.12.030, Table 25.12-2 and 25.78.060(A)(2)); Special Permit for Community Benefits for increased Floor Area Ratio for a Tier 3 project (2.41 FAR proposed for entire campus (2.71 FAR for north parcel and 2.23 FAR for the south parcel), where 2.75 FAR is the maximum allowed) (Code Sections 25.12.030, Table 25.12-2, 25.12.040(C), and 25.78.070(A)); and Parking Variance for off-site parking (300 on-site parking spaces required for the north parcel, where 38 on-site spaces are provided; 262 required parking spaces are provided off-site in the parking garage on the south parcel) (Code Section 25.40.080(A)); and Tentative Parcel Map for lot combination of five lots (Parcel A, Parcel Map Vol 3/17; Lots 1 & 2, Block 4, East Millsdale Industrial Park Unit No. 2 and adjacent portion of Bayshore Highway and City of Burlingame; and Lots 33 and 34, Block 4, East Millsdale Industrial Park Unit No. 2). Project History: The project was reviewed for Environmental Scoping and Design Review Study by the Planning Commission on January 24, 2022, where they had suggestions and comments regarding the project (see attached January 24, 2022 Planning Commission Minutes). The applicant requested to return to the Planning Commission for a second study hearing so the revisions made by the applicant to address the Commission's comments could be reviewed before the completion of the environmental review and an Action hearing is scheduled. Project Summary: The project site is currently four parcels (consisting of six legal lots) with the addresses of 1669 and 1699 Bayshore Highway and 810 and 821 Malcolm Road. The four parcels will be combined to create two parcels (north parcel and south parcel) that will be separated by Malcolm Road and will be developed to create a single Office/Research and Development (Office/R&D) campus. The project site is bounded by Stanton Road to the south and Bayshore Highway to the east, while Malcom Road will traverse the center of the campus running east to west from Bayshore Highway. The campus site abuts five existing adjacent buildings. The proposed north parcel of the campus abuts 1755 Bayshore Highway (hotel use) to the north and 820 Malcolm Road (office use) to the west. The south parcel of the proposed campus abuts 831 Malcolm Road (industrial use) to the west and 810 Stanton Road and 820 Stanton Road (industrial uses) to the southwest. Surrounding uses that do not immediately abut the project site include 1633 Bayshore Highway (office use) across Stanton Road and to the south of the project, and 1650 Bayshore Highway (vehicle rental and storage use) and 1800 Bayshore Highway (hotel use) across Bayshore Highway and to the east of the project. A connection path to the main Bay Trail is located across Bayshore Highway from the project site. The project site currently has a total of four existing buildings and 100,510 SF total of combined office, industrial, and restaurant uses that will be demolished. The buildings are vacant and the site is fenced, but recent tenants included Joe's Café, Sky Chef/Flying Foods, Burlingame Heating and Ventilation, and King of Thai Noodles. The project plans show a parcelization which would create two parcels (north parcel and south parcel). Although the proposed project is designed to integrate and connect the two parcels as a single development, the public road Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 3 (Malcom Road) that separates the two proposed parcels requires that each parcel be evaluated separately for review of development standards. The north campus of the proposed project consists of a new seven-story, 193,380 SF Office/R&D building with a public amenity spaces on the first floor including a board room and a lobby, and surface level uncovered parking. The south campus of the proposed project consists of a new eight-story, 282,410 SF Office/R&D building with a public amenity spaces including a café, meeting room, and lobby on the first floor and an eight- level parking garage. The two Office/R&D buildings will each have a rooftop terrace and a ground floor plaza facing Malcolm Road. The garage structure on the south parcel would have seven floors of covered parking with the eighth level being open to the sky. At this time a tenant has not been determined, but for the total proposed tenant spaces the laboratory accounts for 60% of the total square footage and the office space accounts for 40% of the total square footage. There are various easements on the existing parcels, some of which will be retained and include stormwater drainage easements, anchor easements, wireless clearance easements, and public utility easements. There is also an existing but unrecorded shared access easement with the parcel at 810 Stanton Road immediately to the south of the subject site. This 29-foot wide shared easement on the subject site is proposed to be shared with the current tenant of 810 Stanton Road, McNevin Carpet Cleaning. The easement starts at the site’s main entrance and campus driveway to the parking structure on Stanton Road and allows 810 Stanton Road vehicles to access the ten approved parking spaces on that site. The easement details must be recorded prior to a Building permit approval and are subject to approval by the Public Works Division. There are five driveway entrances/exits proposed for the campus. The main vehicle entrance/exit is designed to be on Stanton Road, is the driveway shared with 810 Stanton Road, leads to the interior loading docks at the rear of the new building on the south parcel, and also leads to the primary entrance/exit for the parking structure on the south parcel. There are three additional proposed driveway access points for the campus that are located on Malcolm Road. The north driveway on Malcolm Road will lead to surface level parking on the north parcel. The south driveways on Malcolm Road provide a secondary entrance and exit for the parking structure on the south parcel. The fifth entrance/exit is located on Bayshore Highway at the northeast side of the north parcel. Trucks will enter and exit the south campus from the driveway on Stanton Road. Trucks will enter and exit the north campus from the driveway on Bayshore Highway. The proposed project also includes the following improvements: Streetscape improvements required by the Public Works Division, such as trees, tree grates and streetlights, sidewalk expansion and bike lanes along Bayshore Highway. New landscaped promenades along all three frontages (Bayshore Highway, Malcolm Road and Stanton Road). New open space and paved plazas on Malcolm Road between the three buildings. New raised crosswalk on Malcolm Road at the west side of the site to connect the plazas for each building. A total of 947 parking spaces are proposed for the campus, with 38 parking spaces provided in surface level parking on the north parcel and 909 parking spaces provided in the parking structure on the south parcel. All of the parking spaces provided would be independently accessible (no mechanical lift parking proposed) and are code compliant (see Off-Street Parking section for additional details). The applicant is requesting a Parking Variance for off- site parking per Code Section 25.40.080(A). A total of 300 on-site parking spaces are required Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 4 for the proposed uses in the north building where 38 spaces are provided in the surface lot on that parcel. The applicant is requesting a Parking Variance to provide the remaining 262 required parking spaces off-site in the parking garage on the south parcel. There are three proposed new buildings on the campus. The seven-story building on the north parcel is 128 feet tall (as measured from average top of curb), the eight-story building on the south parcel is 143 feet tall, and the eight-level parking structure on the south parcel is 95’-6” tall. For properties in the I-I Zoning District with frontage on Bayshore Highway, a Special Permit is required for structures exceeding 65 feet. The applicant is requesting a Special Permit for building height for all three buildings per Code Section 25.12.030, Table 25.12-2 and 25.78.060(A)(2). Floor Area Ratio – Request for Special Permit for Community Benefits for Increased FAR: A maximum FAR of 0.75 is permitted in the I-I Zoning District. However, the FAR may be increased to 2.75 for Office/R&D uses with frontage on Bayshore Highway with a Special Permit, if the project includes Tier 3 Community Benefits for increased FAR (Code Sections 25.12.040(C) and 25.78.070(A)). The applicant is proposing a combined FAR of 2.41 (2.73 FAR for the north parcel and 2.23 FAR for the south parcel). For use of the Tier 3 increased FAR, the applicant is proposing the following four Community Benef its: 1. Two Public Plazas, combined use as a Town Square: Two plazas, one on each parcel and each totaling just over 5,000 SF that will face each other across Malcolm Road. The plazas will have permanent stadium seating as well as fixed and movable table and chair seating, along with landscaping. With permits from the applicable City Divisions (and including notice to neighboring properties), the two plazas may occasionally be combined by temporarily closing Malcolm Road to create a town square for special events; 2. One Off-site Streetscape Improvement; One crosswalk at the intersection of Malcolm Road and Bayshore Highway, connecting the southwest corner of the intersection to the east side of Bayshore Highway. The crosswalk will provide a connection between the subject site and the Bay Trail termination on Bayshore Highway, just south of the Marriott Hotel. The crosswalk design and signalization will be subject to approval by the Public Works Division; 3. Flexible Benefits: Publicly accessible community amenities are included inside both new buildings. The Flexible Community Benefits North includes a board room to seat 20 persons, public restrooms, and an open lobby area. The Flexible Community Benefits South includes a 6,390 SF café open from 7 a.m.- 7 p.m. and serving food prepared off-site and alcohol, a meeting room for 100 persons that can be divided to serve two groups of 50 persons and can also be opened up to include the café seating, public restrooms, and a lobby space with seating. The board room and meeting room will be run using a first come, first served basis with a reservation system available to both tenants and the general public; and 4. Public Art: The north plaza will have a permanent public art installation as the centerpiece of the plaza and the south parcel will have two building murals on the north and east elevations of the parking structure. Both parking structure murals will be visible from both plazas. For a more detailed description of the proposed Community Benefits for the project, please refer to the attached Community Benefits package, submitted by the applicant, and dated stamped July, 2022 (separate attachments section). Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 5 The following table provides a summary of the project’s compliance with the I-I District development standards. 1669/1699 Bayshore Highway and 810/821 Malcolm Road Lot Area: 197,760 SF (4.5 acres) Plans date stamped: August 15, 2022 Proposed North Parcel Proposed South Parcel Proposed Total Campus Allowed/Required Use and Floor Area Ratio: Office/R&D 2.71 FAR ¹ 193,380 SF Office/R&D 2.23 FAR ¹ 282,410 SF Office/R&D 2.41 FAR ¹ 475,790 SF Office/R&D uses with frontage on Bayshore Highway and Tier 3 Community Benefits 2.75 FAR 196,268 SF north parcel 347,573 SF south parcel 543,840 SF total campus SETBACKS : Parking Structure Front: 16’-6” 10’-8” Not adjacent to front property line 10’-0” Right Side: 25’-11” 29’-7” 25’-11” 10’-0” Left Side: 16’-1” 22’-8” 22’-8” 10’-0” Rear: 77’-10” Varies from 10’-0” to 55’-0” 10’-0” 10’-0” BUILDING ENVELOPE: Building Height: 128’-0” to top of penthous e 143’-0” to top of penthouse 95’-6” to top of stair enclosure 65’-0” 2 Special Permit required for heights exceeding this limit Lot Coverage: 43.4% 30,975 SF 55.2% 69,767 SF 50.9% 100,742 SF 70% 195,636 SF ¹ Special Permit for Community Benefits use for increased Floor Area Ratio up to 2.75 FAR (2.41 FAR proposed for total campus where 2.75 FAR is maximum allowed with Tier 3 Community Benefits) (Code Sections 25.12.040(C) and 25.78.070(A)). ² Special Permit for building height greater than 65 feet for properties fronting on Bayshore Highway (Code Sections 25.12.030, Table 25.12-2 and 25.78.060(A)(2)). Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 6 1669/1699 Bayshore Highway and 810/821 Malcolm Road (cont’d) Proposed North Parcel Proposed South Parcel Proposed Total Campus Allowed/Required OFF-STREET PARKING: Number of Parking Spaces: 38 surface spaces 3 909 parking structure spaces 947 total spaces 728 total campus spaces 4 300 spaces north parcel (207 spaces office + 93 spaces laboratory) 428 spaces south parcel (295 spaces office + 133 spaces laboratory) Drive Aisle/ Clear Back-up Space: complies complies complies 24'-0" Parking Space Dimensions: complies complies complies 8’-6” x 18’-0” (standard) 8’-0” x 17’-0” (compact) LANDSCAPING: Total Site Landscaping: 15.2% 15.3% 15.2% 15% Trash Enclosure/ Truck Loading Access: Located at the right side and interior to the building, at least 75’ from rear property line Located at the rear of the main building, at least 75’ from rear property line --- Must be located at sides or rear of building(s), must be setback at least 75’ from rear property line ³ Parking Variance required for off-site parking, where 262 of the required 300 parking spaces for the north parcel are being provided off-site in the parking structure on the south parcel (Code Section 25.47.025 (l)). 4 Additional 20% reduction in required parking is subject to approval of the TDM dated August 3, 2022. General Plan: In January 2019, the City adopted a new General Plan and certified the Environmental Impact Report (EIR). The General Plan designates this site as Innovation Industrial. The Innovation Industrial (I/I) designation applies to two areas: the southern two-thirds of the Rollins Road corridor and the Inner Bayshore area. These districts function well as light industrial and logistics centers, with complementary commercial businesses. Establishment of indoor recreation facilities should be minimized to maintain properties for more Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 7 jobs-intense enterprises and to avoid land use conflicts. Creative and design-related businesses are encouraged to diversify the mix. Permitted uses include commercial and light industrial uses, creative industry businesses, design businesses, limited indoor sports and recreation, and wholesale uses. In the Inner Bayshore area, additional permitted uses include hospitality uses accommodated within the Bayfront Commercial designation. A General Plan Amendment was adopted in 2021 to amend the Innovation Industrial (I/I) Land Use Development Standards to specify up to 2.75 FAR for office/research and development uses fronting on Bayshore Highway. Because the project is an Office/R&D development, it is consistent with the land use designation. Design Review: Design Review is required for new commercial buildings pursuant to Code Sections 25.12.090 and 25.68.020(C)(3). Design Review was instituted for commercial projects in 2001 with the adoption of the Commercial Design Guidebook. Design Principles for the Innovation Industrial District are detailed in Code Section 25.12.070 and requires the proposed project to be reviewed by the Planning Commission for the following considerations: A. Design Intent. The overall design intent of the I-I zoning district is to provide for an eclectic mix of commercial and light industrial development that has an industrial and contemporary look in terms of materials used, architectural styles, and building forms. B. Building Design. Recognizing the varied commercial and industrial character of the area, new development and redevelopment projects shall feature modern industrial design features. C. Art and Murals. Use of murals, artwork, sculptures, special paving, and fountains are encouraged to be incorporated into building design to provide interest and excitement to the district. D. Orientation. The main building of a development shall be oriented to face a public street. Building frontages shall be generally parallel to streets. At least one primary entrance to a ground-floor use shall face the adjacent street right-of-way. Business and reception areas shall face public access to buildings. E. Ground Floor Transparency. At least 25 percent of the exterior walls on the ground floor facing the street shall include windows, doors, or other openings. F. Building Articulation. Each side of buildings shall have a uniform approach to design and detail. Articulation of building and structural elements, including windows, entries, and bays shall be achieved. Design features such as canopies, trellis, and grillwork shall be designed as part of the building’s composition of design elements. A variety of materials should be used to articulate building elements, such as the base, the ground floor, and upper floors, if any. G. Streetscape. Landscaping along the street shall provide an attractive streetscape by screening parking areas from the public street and ensuring a pleasant pedestrian environment. H. Compatibility. The design of new infill development shall respect, complement, and be compatible with the scale, style, theme, and design of surrounding buildings. I. Location of Parking. Any surface parking facilities shall be located to the side or rear of any proposed project unless no other feasible location exists. J. Creekside Open Space. New buildings on parcels adjacent to Mills Creek and Easton Creek, where possible, shall incorporate outdoor open space and trail network components into their site planning, particularly on those parts of sites that face a creek. Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 8 K. Service and Delivery Areas. Service areas and ground-mounted equipment shall be screened from view by fences or walls that conform to the style and materials of the accompanying building(s). Materials proposed for the exterior of the Office/R&D buildings include: a two-sided curtainwall with vertical capture and bird safe line frit, vision glass spandrel with shadowbox, metal panel reveals, precast concrete spandrel and infill panels with horizontal liner texture, and precast concrete walls at non-frontage areas on the lowest level with integral color and mixture of smooth and textured finish. The project also includes ribbon window walls, horizontal metal sun shades, and perforated metal mechanical penthouse screens with a non- reflective finish. Materials for the parking structure are not provided on the plans. To help better visualize the proposed project, perspectives of the proposed project are provided in the plan set on the Title Sheet and Sheets G20-01 and G20-02, and materials are called out on Sheet A20-03. Request for Special Permit: The maximum building height allowed by right in the I-I District with properties that have frontage on Bayshore Highway is 65 feet. Code Sections 25.12.030, Table 25.12-2 and 25.78.060(A)(2) allow properties fronting on Bayshore Highway to exceed 65 feet in height with a Special Permit. The applicant is requesting a Special Permit for all three proposed buildings on the campus to exceed 65 feet in height. The seven-story building on the north parcel is 128 feet tall (as measured from average top of curb to the top of the penthouse), the eight-story building on the south parcel is 143 feet tall (as measured from average top of curb to the top of the penthouse), and the seven-story parking structure on the south parcel is 95’-6” tall. The mechanical equipment on the office buildings, and the stair and elevator enclosure on the roof deck of the parking structure, meet the maximum height limit of 14 feet above the building height. Please refer to the attached Special Permit form completed by the applicant. In addition, the project must also comply with Federal Aviation Administration (FAA) standards. The applicant has submitted a letter dated July 14, 2022 from Aviation Systems to confirm a filing with the FAA for a Letter of No Hazard to Air Navigation. Off-Street Parking – Request for Parking Variance for off-site parking and Transportation Demand Management Plan (TDM): With the proposed project, there would be a total of 150,374 SF of office and 225,560 SF of industrial R&D laboratory uses on the site. Code Section 25.40.030, Table 25.40-1, requires 1 space per 300 SF for professional offices, which would result in a total of 502 off-street parking spaces, and 1 space per 1,000 SF for industrial research and development uses, which would result in 226 off-street parking spaces. Interior spaces dedicated to Community Benefit uses are excluded from parking requirements. In total, 728 parking spaces would be required for the proposed uses on both parcels of the campus. The applicant has submitted a TDM prepared by Kittleson & Associates and dated August 3, 2022. The TDM is currently being reviewed by City Staff and if approved will result in a further 20% reduction in required on-site parking spaces. The proposed project will exceed the total number of required off street-parking spaces. A total of 728 parking spaces would be required where 947 parking spaces are proposed. The north parcel would have 38 parking spaces in an open surface parking lot at the rear (west side) of the building. The south parcel would have 909 parking spaces in the proposed seven-story parking garage with an additional level of roof deck parking that is open to the sky. The proposed 909 proposed off-site parking spaces include standard, compact, ADA, electric vehicle (EV) charging, and EV flex parking spaces. All EV parking spaces are provided in the parking structure on the south parcel. The proposed mix of EV parking is under review by the Building Division and is subject the current REACH code requirements. The proposed project also includes bicycle parking for over 50 bicycles. This parking is distributed into four short-term outdoor bike racks and into one long-term interior bicycle parking room on the first Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 9 level of the parking garage on the south parcel. The uses in the building on the north parcel require a total of 300 parking spaces, where 38 parking spaces (36 standard spaces and 2 ADA spaces) are provided in the open surface parking lot at the rear of the building. The applicant is requesting a Parking Variance to provide off-site parking for 262 required spaces for the north parcel in the proposed parking structure on the south parcel. Per Code Section 25.40.080(1)(b), the proposed off-site parking meets the required location within 300 feet of the outermost property line, along a pedestrian route to the pedestrian entrance. Please refer to the attached Variance form completed by the applicant. A Traffic Impact Analysis Report (TIA) was prepared for the project by Kittleson & Associates and submitted to the Environmental Consultant for peer review. Landscaping: Proposed landscaping throughout the site is shown on the Landscape Plans (refer to sheets L01- 01 through L07-01). All existing trees will be removed from the site. There are eight protected trees in the project area, seven of which are located on site. The applicant is proposing to remove all of the trees on the site and a Protected Tree Removal Permit application has been made for removal of eight trees (attached and dated August 3, 2022). The proposed project includes planting 106 new trees for the project (a total of 74 on-site trees) along with varied ground cover and planter landscaping. A bio-retention area is proposed on the south parcel to meet Stormwater requirements and is included in the landscape totals. The I-I District standards require landscaping of a minimum of 15% of the site area. The majority of the proposed landscaping has been placed along the frontages for the project at Stanton Road, Bayshore Highway, and Malcolm Road. The project proposes 15.2% landscaping on the north parcel and 15.3% landscaping on the south parcel, for a combined campus total of 15.2% landscaping. The landscape plans show that the project meets surface level parking 10% minimum landscaping and and heat island reduction requirements per Code Sections 25.40.090(D) and 25.40.080(D) (2). Public Facilities Impact Fees: The purpose of public facilities impact fees is to provide funding for necessary maintenance and improvements created by development projects. Public facilities impact fees are based on the uses and the amount of square footage to be located on the property after completion of the development project. Based on the proposed Office/R&D building, the estimated public facilities impact fees for this development project is approximately $1,765,002 and is required to be paid in full, prior to issuance of the building permit. Commercial Linkage Fees: Commercial Linkage Fees are based on the land use and square footage for new commercial development projects. The intent of this fee is, in summary, to offset the demand for affordable housing that is created by new development and mitigate environmental and other impacts that accompany new commercial development. These fee calculations include gross square feet of floor area, excluding enclosed parking areas. In addition, the rates vary for prevailing wage and non-prevailing wage for labor used for the construction of the project. The fees for office uses are charged per square feet ($20.00 per SF if utilizing prevailing wages or $25.00 per SF if not utilizing prevailing wages). Based on the proposed Office/R&D building, the estimated Commercial Linkage Fee for this development project totals approximately $11,342,250.00 (with prevailing wages) and is required to be paid in full, prior to issuance of the building permit. Bayfront Development Fees: The purpose of Bayfront Development Fees is to provide funding for future construction, improvement and enlargement of major arterials and traffic control devices for the primary purpose of carrying through traffic and providing a network of roads within the Bayfront area on the east side of US 101 and to impose charges to support and defer the cost of the benefits rendered to owners and occupants of lands Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 10 enjoying these improvements. The fees for office uses are charged per thousand square feet ($2,781 per thousand square feet). Based on the proposed Office/R&D building, the Bayfront Development fees for this development project is estimated to be $1,470,150.00. Half of this fee is required to be paid prior to issuance of the building permit and the second half of the fee is required to be paid prior to scheduling the final inspection. Staff Comments: None. Planning Commission Action: 1. Environmental Review : A proposal has been accepted and environmental review is underway with ICF Consultants. Anticipated completion of the review is October, 2022. 2. Design Review Study: As the second discussion item, the Commission should review the design of the project for the following considerations for commercial development, as outlined in Code Section 25.68.060(E): • Support of the pattern of diverse architectural styles in the area in which the project is located; • Respect and promotion of pedestrian activity in commercial and mixed-use zoning districts by placement of buildings to maximize commercial use of the street frontage and by locating off- street parking areas so that they do not dominate street frontages; • For commercial and industrial developments on visually prominent and gateway sites, whether the design fits the site and is compatible with the surrounding development; • Compatibility of the architecture with the mass, bulk, scale, and existing materials of surrounding development and appropriate transitions to adjacent lower-intensity development and uses; • Architectural design consistency by using a single architectural style on the site that is consistent among primary elements of the structure and restores or retains existing or significant original architectural features; and • Provision of site features such as fencing, landscaping, and pedestrian circulation that complement on-site development and enhance the aesthetic character of district in which the development is located. Because a CEQA document will be prepared for this project, it is important that any changes to the building envelope be made early enough in the process so that any changes are reflected in the environmental review. Subsequent changes once the CEQA process has begun may result in the need for additional studies and analysis and will require additional time for the CEQA process to accommodate the review of such changes. Erika Lewit Senior Planner c. Peter Banzhaf, applicant Perkins & Will, architect Attachments: Design Review Study 1669/1699 Bayshore Highway and 810/821 Malcolm Road 11 January 24, 2022 Planning Commission Meeting Minutes Application to the Planning Commission Project Description, submitted by the applicant, dated November 1, 2021 Special Permit Applications (Height and Tier 3 Community Benefits for increased FAR) Variance Application (Off-site Parking) Environmental Information Form Climate Action Plan Checklist Initial Study Checklist FAA letter prepared by Aviation Systems for filing for a Letter of No Hazard to Air Navigation, dated July 14, 2022 Protected Tree Removal Permit dated August 3, 2022 Arborist Report, prepared by HortScience/Bartlett Consulting, dated July 25, 2022 Notice of Public Hearing – Mailed August 12, 2022 Area Map Separate Attachments: Community Benefits Package, date stamped July 20, 2022 TDM prepared by Kittleson & Associates, dated August 3, 2022 BURLINGAME CITY HALL 501 PRIMROSE ROAD BURLINGAME, CA 94010 City of Burlingame Meeting Minutes Planning Commission 7:00 PM OnlineMonday, January 24, 2022 d.1669/1699 Bayshore Highway and 810/821 Malcolm Road, zoned I-I: Application for Environmental Scoping, Commercial Design Review, Special Permits for Building Height and for Community Benefits for Increased FAR, Parking Variance, and Tentative Parcel Map for a new research and development campus in one seven -story building, one eight-story building, and a parking garage. (King Bayshore Owner LLC, Peter Banzhaf, applicant and property owner; Perkins and Will, Derek Johnson, architect) (63 noticed) Staff Contact: Erika Lewit All Commissioners have visited the project site. Senior Planner Lewit provided an overview of the staff report. Chair Schmid opened the public hearing. Peter Banzhaf, Peter Pfau, René Bihan, and Elliot March represented the applicant and answered questions regarding the project. Public Comments: > Brian Delehanty, 845 Malcolm Road: I own the building down the street. The project looks lovely and it's a great improvement, however, I ’m concerned over the parking. I’ve been out there for over 50 years, my father built the second building on Cowan Road and so we've had a long history there. Two things: 237 off site parking, I find that hard to understand. There are no parking spots. Pre-pandemic, there was literately fighting for parking spaces on the street because the Marriott was full and all the people that worked there got there at six in the morning and took all spots. Our building has enough parking, but it's crowded so I don't see any possibility for a building this size to accommodate the parking they'll need. So I’d like that addressed. If they want to know what it looks like during floods, they only had to be there a month ago. That's the second time in 50 years I can remember where the street was totally impassable, it was flooded and flooding our building. Is there a way of addressing something like that because when you mention the steepness of Malcolm Road, that's true and any kind of so -called tabletop will create a waterfall towards our properties. So, please address that. (Banzhaf: I believe it's a clarification about off-street parking. The north building does not have a parking garage on it and so we've consolidated all the parking into the parking garage which has two access points, Stanton Road and Malcolm Road and that was by design to try to minimize and spread the burden of parking.) >Public comment via e -mail from Brian Delehanty, 845 Malcolm Road: a question about construction parking. (Gardiner: That is something that is part of the building permit review, so there would be a plan for where to park the construction crew vehicles during construction.) Chair Schmid closed the public hearing. Commission Discussion/Direction: > Looking at the bubble diagram, the community room is kind of tucked back in the corner. It can benefit if it had some adjunct outdoor space. Reconsider how that interacts with the lounge and if those spaces could work together. When this comes back for action, if we can see more detailed development Page 1City of Burlingame January 24, 2022Planning Commission Meeting Minutes on that and some blowup plans or focus on how the spaces are going to operate with each other. It would be really helpful because I really like to see these community spaces work even though the proximate community is still developing in that area. They need to get to know this space and know this project. > On the tenant spaces on the ground floor, it would be nice if those areas, if not lively, at least have some tenant life as it's called for in the design guidelines and not ending up as utility spaces. >Please share more details on the bird safe glazing that is being proposed. >I really appreciate that you're making this ground public gesture at the ground floor and trying to activate that. >I’m having a little problem with the plaza, the actual space between the buildings is not that big. Has there been a shadow study? Because with the proposed building height and these buildings being denser together, I’m having trouble seeing a nice, sunny area in which to sit. It is really windy there. I'm not able to see an inviting space there. >I like where you were going with the street crossing and the access to the Bay Trail. Is it possible to put additional signage on your side of the street to the Bay Trail because you almost don't see it? >Consider having some artwork or sculpture at the plaza, which would be helpful to draw people in. >Concern about trucks traveling along Malcolm Road through the public plaza and choosing that as a route if they are coming or departing from the north building. Certainly, it's not useable as a plaza with cars driving back and forth there. >The location of the ADA ramp outside of the south building looks like it's straight away leading to the corner. I can't help but imagine skateboarders traveling along and shooting off that ramp and potentially end up in the road accidentally. Consider redirecting that ramp. Maybe make it force a turn or something so that we don't have any potential accidents going down that ramp. Likewise, you had concrete steps for seating, another potential concern where skateboarders can take over those areas. >When you work on the community room more and develop its arrangement and its use, it would be nice to consider that there may be breakout rooms and just other ways to use a space other than one large space. As you're developing, also consider for nonprofit organizations to have the ability to use this space that would be a really nice community benefit to have. >Would love to see on the next go around, some development on how you might use that entertainment podium that was identified near the corner of the south building. >I appreciate the effort being put into this. There's a lot of information here for us to see and I think you've done a great job of putting forward a good team and putting forth a good project. >Upon visiting the project site, I was actually surprised at how much higher Bayshore Highway is than most of your property and how steeply Malcolm Road tails away from Bayshore Highway going towards the middle of the area. And so, I would encourage some pretty good site sections through Malcolm Road to better understand that connection. In plan, your connection from building -to-building looks fabulous, but it's not that flat and so you may find that it goes down steeper. I don't know if there is an opportunity for a bridge to connect them and allow that to go underneath. I just feel that whole sidewalk from Bayshore Highway all the way back to both of your crosswalks, that in itself is going to be a steep board ramp. So, if you haven't had the opportunity to look through those sections all the way through the street there, it would be a worthwhile exercise. I’m worried, as you try to create connection points, how well those tabletops are going to work when in reality it's not flat at all. >In general, I really like the project. It's exciting to see a very interesting project down there and a catalyst for further change. More thought needs to be given to the balancing of how the space is activated and where it's activated. I'm skeptical that lobbies activate the space. While I like the tabletop a lot, what you really have done is created this sense of passageway. The tabletop is a passageway across the street between two lobbies and I don't believe we're going to see that many people coming from off site to go sit with their laptops in those lobbies. It's not like downtown or KPG in San Francisco where lots of people go in there and hang out. >Going back to the question that was asked about the connection to Bayshore Highway, I would be an advocate for the mid-block crossing. If there was a way to drag the green edges of the Bayshore over to the green at the face of the new building and make the connection back to the plaza there that would be desirable. I don't see anything particularly useful about a signalized corner crosswalk over to the Marriott . You can do it on either side, but neither one of them seem very significant. It's not a cross street, it's a T-street. Personally, you would get more bang for your buck attaching directly to the Bayshore and Page 2City of Burlingame January 24, 2022Planning Commission Meeting Minutes receiving that into some special event at the face of the building in the landscape. >I’m really glad that there are two ways in and out of the parking garage. It sounds like from the staff report that the primary entrance and exit to the parking garage is off Stanton Road and not Malcolm Road, which is a positive thing because you are creating a tabletop and the plaza on either side, in general, I like it. The glass boxes are fine for the office space itself. I would love to see considerably more attention paid to what the ground level looks like. I would be less convinced that if the glass just drove itself to the ground in the same way that it would be that inviting for anything. So, whatever the character of the glass is up above, if it's still glass down below, it probably wants to be something considerably different and something more transparent than what we might get up above. We're not that far along yet, but do pay attention to and tell a compelling story to us about the ground floor, architectural treatment. That will have a lot to do with whether this is successful or not. In general, the project is terrific. >I heard the comment in the background to ask the question about traffic. That's certainly an environmental concern out here. It does help that it is so close to the freeway, that there's more than one way to get to the freeway and that you've got more than one way to get out of the parking garage, it goes a long way of distributing traffic. There's no way all that traffic goes away, so a traffic study for purposes of the environmental study of traffic is a key study. I think it's going to be a nice project, well done. >I appreciate the presentation and I agree with my fellow commissioner. It's going to be a good project out there and I would like to see this area developed. In regard to entitlements, I can make the findings for the variance. I think there are exceptional circumstances with the way that they're developing the properties. It's going to be one project clearly and it will read, act and feel like one project and so therefore there won't be much confusion as to people working there as to where they should go and park. So the exceptional circumstance of having Malcolm Road as a public street that bisects the project means that they have two different and distinct defined parcels, but it's good to have the majority of the parking on that parcel. I can make the findings by that. >I’m compelled by the argument in regard to the signal crossing. I was a little on the fence going either way, but I see the idea of making a connection to the Bay Trail. That it might be one way to encourage office users to just come down out of the building and take advantage of that proximity. So, a crossing in that location at the mid-block would be helpful for this area and neighborhood. I had a similar concern with my fellow commissioner with regards to shade and shadow, so it would be helpful both for the project sponsors and also for us to see how shade and shadow is going to work its way across through and over that plaza. And then again, some additional detail on the interior and exterior connections at the amenities and lobby spaces at that ground floor are important for us to see next time when this comes back for action both in horizontal plane as we're talking about in terms of connection, but as my fellow commissioner was saying in terms of the vertical plan plane how the ground floor spaces are going to work in 2D and 3D, visually from the sidewalk, from Bayshore Highway and et cetera, but amongst themselves between the landscape, interior, exterior and the bird safe glazing. To see details between the other team members for how those spaces are going to work so we can make sure that, not just that we vetted it, but they've looked closely at it to give the project its best opportunity for success. >I want to reiterate that there needs to be some art or mural work or something there to enhance the public interest in that plaza. Along with the signage, following up on the comments from my fellow commissioners, we need to have some signage to get people to the Bay Trail. It doesn't sell itself from this side of the street over there, you almost miss it. The mid -block crossing is really a good idea. The retail amenities are one of the things that I really want to see developed for the public. I have walked the Burlingame Point project today and there's a coffee shop and a bike shop that are open to the public, which are great, but they have a lot of the private spaces in there. It looks like you can't get to it unless you're from the inside of the building. They're really for the people in the office. That really wasn't what I was hoping to see when we approved that project. So as much as you can give in the retail or the amenity spaces, it would be a good improvement because the fact is, Gulliver ’s was a popular spot and you had to make a reservation. You can fill a restaurant out there. Go to the New England Lobster Company at lunch and they can use twice as much space as they have. I don't know if you have been to Mr. Teriyaki and he's full. If you put a restaurant space, you're going to fill it and it will give more life to that plaza. >We need to have a traffic study. I agree with my fellow commissioner, I was encouraged by the multiple access partnerships by car to the parking garage on both of the sites and the only other concern I had was the noise that maybe created by the building. If you're going to do pile driving or drilling as well Page 3City of Burlingame January 24, 2022Planning Commission Meeting Minutes as the amount of trucks that are going to come out, I would like to see that in the environmental study. >I’m in support of the mid -block solution that my fellow commissioners brought up and for the same reasons. I still have a lot of concern over the transition of land from Bayshore Highway down through Malcolm Road and through the end of this project, there's a lot of slope going on. There's a lot going on with those plazas and the various heights in those to make them successful. We're seeing them largely in plan or distant 3D view, so it's really hard to tell how those things line up. So whether it be vertical sections through some of those areas to better understand the touch points from one to the other, that's important to know. Again, it's probably less for us and it's more for them to know they have taken care of it. My fellow commissioner brought up an excellent point on how tall the building was in this plaza and sitting there looking at the plaza having an 8 story building on the southern edge meaning three quarters of the day, the shadow from that building is going to own that plaza. So, it could actually be cold and not very inviting place to go. So, those are definitely some environmental study areas for them to look at and work with. The plaza on the north property actually might be the nicest place out of that and the south property plaza is going to be cold. >To the caller's credit, having been there for a long time, my concern of Malcolm Road ’s steepness and the flooding that we just went through and where all that water is going from the Marriott property, it's going down Malcolm Road. So, I hope that we are doing something because we saw big storm drains on Malcolm Road that's not attractive now, so as we address the water and flooding through that area, that's an important piece through this environmental review. Otherwise, the project looks great. >There's a great opportunity out there and those lots definitely need it. This is the kind of project we've been looking for in this location and it does the least amount of traffic impact to our community as opposed to other places that a project like this would want to go. This application will return on the Regular Action Calendar because it includes action on the environmental review. No action was required. Page 4City of Burlingame ENVIRONMENTAL CHECKLIST FROM APPENDIX G OF THE CEQA GUIDELINES AESTHETICS. Would the project: Have a substantial adverse effect on a scenic vista? Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? Substantially degrade the existing visual character or quality of the site and its surroundings? Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? AGRICULTURAL RESOURCES. In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland. Would the project: Convert Prime Farmland, Unique Farmland or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? Conflict with existing zoning for agricultural use, or a Williamson Act contract? Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use? AIR QUALITY. Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the project: Conflict with or obstruct implementation of the applicable air quality plan? Violate any air quality standard or contribute to an existing or projected air quality violation? Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? Expose sensitive receptors to substantial pollutant concentrations? Create objectionable odors affecting a substantial number of people? BIOLOGICAL RESOURCES. Would the project: Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? Have a substantial or adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or US Fish and Wildlife Service? Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? Interfere substantially with the movement of any native or resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? CULTURAL RESOURCES. Would the project: Cause a substantial adverse change in the significance of an historical resource as defined in '15064.5? Cause a substantial adverse change in the significance of an archaeological resource pursuant to '15064.5? Directly or indirectly destroy a unique paleontological resource or site or unique geological feature? Disturb any human remains, including those interred outside of formal cemeteries? Environmental Checklist from Appendix G of the CEQA Guidelines -2- GEOLOGY AND SOILS. Would the project: Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: a) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. b) Strong seismic ground shaking? c) Seismic-related ground failure, including liquefaction? d) Landslides? Result in substantial soil erosion or loss of topsoil? Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (2001), creating substantial risks to life or property? Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? HAZARDS AND HAZARDOUS MATERIALS. Would the project: Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard for people residing or working in the project area? For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in the project area? Impair implementation of, or physically interfere with, an adopted emergency response plan or emergency evacuation plan? Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? HYDROLOGY AND WATER QUALITY. Would the project: Violate any water quality standards or waste discharge requirements? Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off-site? Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site? Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? Otherwise substantially degrade water quality? Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? Environmental Checklist from Appendix G of the CEQA Guidelines -3- Place within a 100-year flood hazard area structures which would impede or redirect flood flows? Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? Inundation by seiche, tsunami, or mudflow? LAND USE AND PLANNING. Would the project: Physically divide an established community? Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? Conflict with any applicable habitat conservation plan or natural community conservation plan? MINERAL RESOURCES. Would the project: Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? 2b) Result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? NOISE. Would the project result in: Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? POPULATION AND HOUSING. Would the project: Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? PUBLIC SERVICES. Would the project: Result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered government facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: a) Fire protection? b) Police protection? c) Schools? d) Parks? e) Other public facilities? Environmental Checklist from Appendix G of the CEQA Guidelines -4- RECREATION. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? TRANSPORTATION/TRAFFIC. Would the project: Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways? Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? Substantially increase hazards due to a design feature (e.g. sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? Result in inadequate emergency access? Result in inadequate parking capacity? Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? UTILITIES AND SERVICE SYSTEMS. Would the project: Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? Comply with federal, state, and local statutes and regulations related to solid waste? MANDATORY FINDINGS OF SIGNIFICANCE. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? PROTECTED TREE REMOVAL PERMIT APPLICATION Parks and Recreation Department 850 Burlingame Avenue, Burlingame, CA 94010 (650) 558-7330 ~ vflores@burlingame.org Veronica Flores, Admin. Assistant II Date:______________________ The undersigned owner of the property at: Address:_______________________________________________________________________________ hereby applies for a permit to remove or prune more than 1/3 of the canopy of the following protected tree(s): Specie:_______________________________________ Circumference: ___________________________ Location on Property ____________________________________________________________________ Work to be Performed: Removal__________ Trim More Than 1/3 of the Crown___________________ Reason Work is Necessary:________________________________________________________________ Is this Tree Removal Request Part of a Building Project? YES_______________NO________________ Note: A photograph of the tree(s) and a schematic drawing of the location of the tree(s)on the property must be submitted along with a $107.00 payment to: City of Burlingame. Additional documentation maybe required to support removal. Attach any documentation you may have. (Example: Report from an Independent Arborist, pictures of damaged structures, letters of concern from neighbors, etc.). OWNER (Print) _________________________________PHONE (____)___________________________ ADDRESS_____________________________________ EMAIL________________________________ (If different from above) ------------------------------------------------------------------------------------------------------------------------------- PERMIT – OFFICE Payment Rec._______ Payment Method__________ This permit allows the applicant to remove or prune the above listed tree(s) in accordance with the provisions of the Urban Reforestation and Tree Protection Ordinance (Municipal Code Chapter 11.06). By signing this permit, the applicant acknowledges receipt of a copy of Chapter 11.06, and agrees to comply with its provisions and all conditions listed below; and that all appeals have expired or been resolved. OWNER SIGNATURE ________________________________________________________ CITY ARBORIST_____________________________________________________________ CONDITIONS: _______ 24 - inch box size standard single stem landscape tree(s) (no fruit or nut trees) will be required and may be planted anywhere on the property. If conditions are not met within the allotted time as specified in Chapter 11.06.090.(b)(5), payment of $1,282.00 for each tree into the treereplacement fund will be required. NO replacement(s) required. Contact the Parks Division at (650)558-7330 when removal(s) are completed. ________ BUILDING PROJECT: Permit ineffective until after Building Commission review and approval. DATE PERMIT EFFECTIVE______________________ PERMIT EXPIRES_______________________ DATE ________________________________________ COMPLETED ____________________________ This work should be done by qualified tree professionals and a copy of this permit must be available at the job site at all times when work is being performed. 7/2021revised 08/03/2022 1699 BAYSHORE HWY MULTIPLE SPECIES - 8 Protected Trees 48+ VARIES LOCATIONS ON SITE DECLINING HEALTH AND CONSTRUCTION PROJECT Peter Banzhaf 07/21/22 CC $107.00 Per approved plan XXX 08/03/2022 02/03/2023 4 4 Per Online Application Bon Disco (vf) HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Preliminary Arborist Report 1699 & 1701 Old Bayshore Highway Burlingame, CA 94010 PREPARED FOR: Helios Real Estate Partners 44 Montgomery St 3rd Floor, San Francisco, CA 94104 PREPARED BY: HortScience | Bartlett Consulting 325 Ray St. Pleasanton, CA 94566 July 28, 2021 REV July 25, 2022 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Preliminary Arborist Report 1699 & 1701 Old Bayshore Highway Burlingame, CA Table of Contents Page Introduction and Overview 1 Tree Assessment Methods 1 Description of Trees 2 Suitability for Preservation 3 Preliminary Evaluation of Impacts 5 List of Tables Table 1. Tree condition and frequency of occurrence 2 Table 2. Tree suitability for p reservation 4 Table 3. Proposed action 6 Exhibits Tree Assessment Form Tree Assessment Plan Preliminary Arborist Report – Helios Real Estate Partners 1699 & 1701 Old Bayshore Highway, Burlingame, CA – June 2021 REV July 2022 Page 1 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Preliminary Arborist Report 1699 & 1701 Old Bayshore Highway Burlingame, CA Introduction and Overview Helios Real Estate Partners is planning to re-develop the sites located at 810 Malcolm Road, 821 Malcolm Road, 1669 Old Bayshore Highway, and 1699 Old Bayshore Highway. Current site use consists of four commercial buildings, associated parking, and landscaping. HortScience | Bartlett Consulting (HBC), Divisions of The F. A. Bartlett Tree Expert Co., was asked to prepare a Preliminary Arborist Report for the project. This report provides the following information: 1. Preliminary assessment of the health and structural condition of the trees within the proposed project area based on a visual inspection from the ground. 2. Preliminary assessment of impacts to trees from the proposed project plans and identification of trees for preservation and removal. 3. Preliminary guidelines for tree preservation during the design, construction and maintenance phases of development. Tree Assessment Methods Trees were assessed on July 20th, 2021. The assessment included all trees 6” in diameter and greater. Trees located within the proposed project area and those on adjacent properties whose canopies extending into the project area were included. The assessment procedure consisted of the following steps: 1. Identifying the tree as to species; 2. Tagging each tree with an identifying number and recording its location on a map; 3. Measuring the trunk diameter at a point 54” above grade; 4. Evaluating the health and structural condition using a scale of 0 – 5: 5 - A healthy, vigorous tree, reasonably free of signs and symptoms of disease, with good structure and form typical of the species. 4 - Tree with slight decline in vigor, small amount of twig dieback, minor structural defects that could be corrected. 3 - Tree with moderate vigor, moderate twig and small branch dieback, thinning of crown, poor leaf color, moderate structural defects that might be mitigated with regular care. 2 - Tree in decline, epicormic growth, extensive dieback of medium to large branches, significant structural defects that cannot be abated. 1 - Tree in severe decline, dieback of scaffold branches and/or trunk; most of foliage from epicormics; extensive structural defects that cannot be abated. 0 – Dead. 5. Rating the suitability for preservation as ”high”, “moderate” or “low”. Suitability for preservation considers the health, age and structural condition of the tree, and its potential to remain an asset to the site for years to come. High: Trees with good health and structural stability that have the potential for longevity at the site. Moderate: Trees with somewhat declining health and/or structural defects that can be abated with treatment. The tree will require more intense management and monitoring, and may have shorter life span than those in ‘high’ category. Low: Tree in poor health or with significant structural defects that cannot be mitigated. Tree is expected to continue to decline, regardless of treatment. The species or individual may have characteristics that are undesirable for landscapes and generally are unsuited for use areas. Preliminary Arborist Report – Helios Real Estate Partners 1699 & 1701 Old Bayshore Highway, Burlingame, CA – June 2021 REV July 2022 Page 2 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Description of Trees Thirty-one (31) trees were evaluated, representing nine species (Table 1). Nineteen (19) trees were in fair condition, three were in poor condition, and nine were in good condition. Off-site trees #249 - 251 were included in the assessment. Descriptions of each tree can be found in the Tree Assessment Form and locations are shown on the Tree Assessment Map (see Exhibits). Table 1. Condition ratings and frequency of occurrence of trees. 1699 & 1701 Old Bayshore Highway. Burlingame CA. Common Name Scientific Name Condition Total Poor (1-2) Fair (3) Good (4-5) Blackwood acacia Acacia melanoxylon - 1 - 1 Hollywood juniper Juniperus chinensis 'Kaizuka' - 1 - 1 Lemon bottlebrush Melaleuca citrinus - 8 3 11 Myoporum Myoporum laetum 2 - - 2 Monterey pine Pinus radiata - 1 - 1 Western sycamore Platanus racemosa - 6 1 7 Fremont cottonwood Populus fremontii 1 1 - 2 African sumac Rhus lancea - 1 - 1 Mexican fan palm Washingtonia robusta - - 5 5 Total 3 19 9 31 Eleven (11) lemon bottlebrush were growing along the southeast side of Malcolm Road and on the southeast side of 1669 Old Bayshore Highway. Trunk diameters range from 5 to 13 inches. Six trees were in fair condition and three were in good condition. Trees #228 and 230 were in poor condition. Trees growing next to 1669 Old Bayshore Highway were spaced close together forming a hedge. Those on Malcolm Road had greater space between trees (Photo 1). Seven Western sycamore had trunk diameters ranging from 9 to 29 inches. All were in in fair condition. Sycamores were growing in the landscape around 1699 Old Bayshore Highway. All trees had been previously topped (Photo 2). Topping has resulted in poor structure on most trees. Five Mexican fan palms were growing in front of 821 Malcolm Road, all were in good condition. Trunk diameters ranged from 14 to 18 inches. All had roughly 40 feet of brown trunk. Overall, the palms had good form and structure. Preliminary Arborist Report – Helios Real Estate Partners 1699 & 1701 Old Bayshore Highway, Burlingame, CA – June 2021 REV July 2022 Page 3 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Each of the remaining six species was represented by a two or fewer trees and included the following: • Myoporum trees #232 and 233 were in poor condition with diameters of 9 and 10 inches respectively. • Fremont cottonwood #250 and 251 were growing off-site with five feet of canopy overhanging the site. Tree #250 was in fair condition while #251 was poor. • Hollywood juniper #247 was in fair condition. It had codominant stems with diameters of 9 and 5 inches. • Blackwood acacia #234 was in fair condition with a 17-inch diameter. It was growing in the south corner of the 1669 Old Bayshore Highway parking lot. • Monterey pine #248 was growing in the north corner of the 810 Malcolm Road parking lot. It was in fair condition with a 30-inch diameter. It had girdling roots and was lifting adjacent concrete. • African sumac #249 was growing off-site with four feet of canopy overhanging the site. It had a 7-inch diameter and was in fair condition. The City of Burlingame Municipal Code (Chapter 11.06.020 Urban Reforestation and Tree Protection) defines a protected tree as any tree 48 inches or larger in circumference (15.27 diameter). Palms do not qualify for protected status. Based on these criteria, eight trees had protected status. Photo 1: Bottlebrush #226 had good form and structure with multiple stems that arose at five feet. Photo 2: Sycamore #245 was growing in front of 1669 Old Bayshore Highway and had been previously topped. Preliminary Arborist Report – Helios Real Estate Partners 1699 & 1701 Old Bayshore Highway, Burlingame, CA – June 2021 REV July 2022 Page 4 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Suitability for Preservation Before evaluating the impacts that will occur during development, it is important to consider the quality of the tree resource itself, and the potential for individual trees to function well over an extended length of time. Trees that are preserved on development sites must be carefully selected to make sure that they may survive development impacts, adapt to a new environment and perform well in the landscape. Our goal is to identify trees that have the potential for long-term health, structural stability and longevity. Where development encroaches into existing trees, we must consider their structural stability as well as their potential to grow and thrive in a new environment. Evaluation of suitability for preservation considers several factors: • Tree health Healthy, vigorous trees such as the Mexican fan palms are better able to tolerate impacts such as root injury, demolition of existing structures, changes in soil grade and moisture, and soil compaction than are non-vigorous trees. • Structural integrity Trees with significant amounts of wood decay and other structural defects that cannot be corrected are likely to fail. Such trees should not be preserved in areas where damage to people or property is likely. Sycamore trees on site with poor form and structure from topping is an example of this. • Species response There is a wide variation in the response of individual species to construction impacts and changes in the environment. Monterey pine is intolerant to impacts from construction whereas Western sycamore is moderately tolerant. • Tree age and longevity Old trees, while having significant emotional and aesthetic appeal, have limited physiological capacity to adjust to an altered environment. Young trees are better able to generate new tissue and respond to change. The sycamores were mature trees and I expect that it will be less tolerant and adaptable to disturbance. • Species invasiveness Species that spread across a site and displace desired vegetation are not always appropriate for retention. This is particularly true when indigenous species are displaced. The California Invasive Plant Inventory Database (https://www.cal- ipc.org/plants/inventory/ ) lists species identified as being invasive. San Mateo County is part of the Central West Floristic Province. Black acacia, Myoporum, and Mexican fan palm are listed as having invasive potential. Each tree was rated for suitability for preservation based upon its age, health, structural condition and ability to safely coexist within a development environment (see Tree Assessment Forms in Exhibits, and Table 2). We consider trees with high suitability for preservation to be the best candidates for preservation. We do not normally recommend retention of trees with low suitability for preservation in areas where people or property will be present. Retention of trees with moderate suitability for preservation depends upon the intensity of proposed site changes. Preliminary Arborist Report – Helios Real Estate Partners 1699 & 1701 Old Bayshore Highway, Burlingame, CA – June 2021 REV July 2022 Page 5 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Table 2: Tree suitability for preservation. 1699 & 1701 Old Bayshore Highway. Burlingame CA. High These are trees with good health and structural stability that have the potential for longevity at the site. Six trees fall into this category: five Mexican fan palm and lemon bottlebrush #226. Moderate Trees in this category have fair health and/or structural defects that may be abated with treatment. Trees in this category require more intense management and monitoring, and may have shorter life-spans than those in the “high” category. Eighteen (18) trees had a moderate suitability for preservation: 8 lemon bottlebrush, seven Western sycamore, African sumac #249, Monterey pine #28, and Fremont cottonwood #250. Low Trees in this category are in poor health or have significant defects in structure that cannot be abated with treatment. These trees can be expected to decline regardless of management. The species or individual tree may possess either characteristics that are undesirable in landscape settings or be unsuited for use areas. Seven trees were in this category: Lemon bottlebrush #228 and 230, myoporum #232 and 233, Hollywood juniper #247, Fremont cottonwood #251, and blackwood acacia #234. Preliminary Evaluation of Impacts and Recommendations for Action Appropriate tree retention develops a practical match between the location and intensity of construction activities and the quality and health of trees. The June 2021 Tree Assessment Form was the reference point for tree condition and quality. Impacts from construction were evaluated using the Tree Removal Plan L01-01 (undated). The plan proposed demolition of all current structures and construction of a new development on the lots. The new construction covers the entirety of the lots requiring removal of all trees on-site and off-site trees, including the eight protected trees. Based on my assessment of trees and evaluation of available plans, the current plan will remove all on-site trees. The project team is planning to work with the neighbors to request removal of the off-site trees included in the inventory. Preliminary Arborist Report – Helios Real Estate Partners 1699 & 1701 Old Bayshore Highway, Burlingame, CA – June 2021 REV July 2022 Page 6 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Table 3. Proposed action. 1699 & 1701 Old Bayshore Highway. Burlingame CA. Tree No. Species Trunk Diameter (in.) Heritage Tree? Condition 1=poor 5=excel. Disposition Comments 222 Mexican fan palm 17 No 5 Remove Within the development area 223 Mexican fan palm 18 No 5 Remove Within the development area 224 Mexican fan palm 18 No 5 Remove Within the development area 225 Mexican fan palm 14 No 5 Remove Within the development area 226 Lemon bottlebrush 12 No 4 Remove Within the development area 226 Mexican fan palm 18 No 5 Remove Within the development area 227 Lemon bottlebrush 7,6,5,5 No 4 Remove Within the development area 228 Lemon bottlebrush 11 No 3 Remove Within the development area 229 Lemon bottlebrush 13 No 4 Remove Within the development area 230 Lemon bottlebrush 10,9 No 3 Remove Within the development area 231 Lemon bottlebrush 12 No 3 Remove Within the development area 232 Myoporum 9 No 2 Remove Within the development area 233 Myoporum 10 No 1 Remove Within the development area 234 Blackwood acacia 17 Yes 3 Remove Within the development area 235 Lemon bottlebrush 8,2 No 3 Remove Within the development area 236 Lemon bottlebrush 9,6 No 3 Remove Within the development area 237 Lemon bottlebrush 8,6,5 No 3 Remove Within the development area 238 Lemon bottlebrush 8,5 No 3 Remove Within the development area 239 Lemon bottlebrush 6 No 3 Remove Within the development area 240 Western sycamore 29,12 Yes 3 Remove Within the development area 241 Western sycamore 21,18 Yes 3 Remove Within the development area 242 Western sycamore 18 Yes 3 Remove Within the development area 243 Western sycamore 13 No 3 Remove Within the development area 244 Western sycamore 9 No 4 Remove Within the development area 245 Western sycamore 21,10 Yes 3 Remove Within the development area 246 Western sycamore 29 Yes 3 Remove Within the development area 247 Hollywood juniper 9,5 No 3 Remove Within the development area 248 Monterey pine 30 Yes 3 Remove Within the development area 249 African sumac 7 No 3 Remove Off-site; contact regarding removal 250 Fremont cottonwood 20 Yes 3 Remove Off-site; contact regarding removal 251 Fremont cottonwood 6,4,3,3 No 2 Remove Off-site; contact regarding removal Please contact me if you have any questions regarding my observations or recommendations. Sincerely, Darya Barar, Managing Consulting Urban Forester & Arborist ISA Certified Arborist No. WE-6757A Registered Consulting Arborist #693 ISA Tree Risk Assessment Qualified & Tree Appraisal Qualified 31 32 33 34 35 Preliminary Arborist Report – Helios Real Estate Partners 1699 & 1701 Old Bayshore Highway, Burlingame, CA – June 2021 REV July 2022 Page 7 HortScience│Bartlett Consulting ● Divisions of The F.A. Bartlett Tree Expert Company Exhibits Tree Assessment Form Tree Assessment Plan Tree No.Species Trunk Diameter (in.) Protected Tree? Condition 1=poor 5=excellent Suitability for Preservation Comments 222 Mexican fan palm 17 No 5 High Some penciling 12 feet; good form and structure; 40 feet brown trunk. 223 Mexican fan palm 18 No 5 High Good form and structure; 40 feet brown trunk. 224 Mexican fan palm 18 No 5 High Skinned close to trunk; good form and structure; 40 feet brown trunk; in rock covered planter. 225 Mexican fan palm 14 No 5 High Good form and structure; 40 feet brown trunk; in rock covered planter. 226 Lemon bottlebrush 12 No 4 High Good form and structure; multiple stems arose at 5 feet. 226 Mexican fan palm 18 No 5 High Good form and structure; 40 feet brown trunk. 227 Lemon bottlebrush 7,6,5,5 No 4 Moderate Good form and structure; in five foot planting strip; multiple stems arose at 3 feet. 228 Lemon bottlebrush 11 No 3 Moderate Fungal fruiting bodies present; good form and structure; in 5 foot planting strip; multiple stems arose at 5 feet. 229 Lemon bottlebrush 13 No 4 Moderate Good form and structure; in 5 foot planting strip; multiple stems arose at 6 feet. 230 Lemon bottlebrush 10,9 No 3 Moderate Fungal fruiting bodies present; good form and structure; in 5 foot planting strip; multiple stems arose at 3 feet. 231 Lemon bottlebrush 12 No 3 Moderate Embedded pole; good form and structure; planting strip. 232 Myoporum 9 No 2 Low Extensive canopy dieback; thrip damage; raised narrow planting strip. 233 Myoporum 10 No 1 Low Covered in ivy; extensive canopy dieback; thrip damage; narrow strip against fence. 234 Blackwood acacia 17 Yes 3 Low Multiple stems arose at 6 feet; in corner of property against fence; some canopy dieback. 235 Lemon bottlebrush 8,2 No 3 Moderate Pruned as a hedge; growing against building; multiple stems arose at 2 feet. 236 Lemon bottlebrush 9,6 No 3 Moderate Pruned as a hedge; growing against building; multiple stems arose at 1 foot. Tree Assessment 1699 & 1701 Old Bayshore Highway Burlingame, CA July 20, 2021 22 3 24 5 18 Tree No.Species Trunk Diameter (in.) Protected Tree? Condition 1=poor 5=excellent Suitability for Preservation Comments Tree Assessment 1699 & 1701 Old Bayshore Highway Burlingame, CA July 20, 2021 237 Lemon bottlebrush 8,6,5 No 3 Moderate Pruned as a hedge; open canopy; growing against building; multiple stems arose at 1 foot. 238 Lemon bottlebrush 8,5 No 3 Moderate Pruned as a hedge; one sided canopy; growing against building; multiple stems arose at 1 foot. 239 Lemon bottlebrush 6 No 3 Moderate Pruned as a hedge; growing against building; multiple stems arose at 4 feet. 240 Western sycamore 29,12 Yes 3 Moderate Codominant stems arose from base; minor twig dieback; tree has been topped; open canopy. 241 Western sycamore 21,18 Yes 3 Moderate Codominant stems arose from 1 foot; trunk wound 10x4; tree has been topped. 242 Western sycamore 18 Yes 3 Moderate Codominant stems arose from 6 feet; heavy lean southeast; tree has been topped. 243 Western sycamore 13 No 3 Moderate Codominant stems arose from 12 feet; open canopy with twig dieback; tree has been topped. 244 Western sycamore 9 No 4 Moderate Codominant stems arose from 7 feet; bowing SE; tree has been topped. 245 Western sycamore 21,10 Yes 3 Moderate Codominant stems arose from base; one stem was removed at 5 feet is sprouting; cracks on trunk; tree has been topped. 246 Western sycamore 29 Yes 3 Moderate Leaning west; tree has been topped; twig dieback. 247 Hollywood juniper 9,5 No 3 Low Codominant stems arose at 3 feet; bowing SE from wind. 248 Monterey pine 30 Yes 3 Moderate Concrete damage present; girdled roots; some twig dieback ; multiple stems arose at 2 and 12 feet. 249 African sumac 7 No 3 Moderate OFFSITE canopy overhangs property 4 feet; no tag. 250 Fremont cottonwood 20 Yes 3 Moderate OFFSITE canopy overhangs property 6 feet; multiple stems at 8 feet; no tag. 251 Fremont cottonwood 6,4,3,3 No 2 Low OFFSITE canopy overhangs property 6 feet; suckers from previous removal; trunk damage against fence; no tag. 1669/1699 Bayshore Highway and 810/821 Malcolm Road 500’ noticing APNs : 026-302-530, 026-302-550, 026-302-400 & 026-301-180 Community Benefits: 1669 & 1699 Bayshore & 810 & 821 Malcolm Road Planning Submission Updates, July 2022 1669 & 1699 Bayshore & 810 & 821 Malcolm Road Community Benefits Vision: Promote an authentic place in a growing neighborhood by providing a robust community gathering space –a new town square Bolster the capabilities and flexibility of the town square by providing access to building amenities Provide for public art throughout the project Compliment the existing bayfront amenities by linking the town square and existing businesses west of Bayshore Highway to the Bay Trail access point 1669 & 1699 Bayshore & 810 & 821 Malcolm Road potential ‘evening at the Square’ 1. Public Plaza (CB1) 2. Publicly Accessible Building Amenities (CB13) 3. Public Art (CB4) 4. Offsite Infrastructure Improvements (CB6) community benefits of: a new town square 4. Bayshore Highway 4 Community Benefit #1: Public Plaza (CB1) Program /Description: The project is located along the western side of the intersection of Malcolm Road and Bayshore Highway,which is in the northernedgeoftheBayfrontneighborhood. The project is a campus development that has a public road bisecting it.The project responds to the existing conditions by developing two outdoor plazas,Southern building’s proposed plaza is 6,470 SF and the Northern building’s proposed plaza is 5,750 SF – each meeting the criteria set by the zoning code. These individual plazas have the potential to be combined with a new elevated tabletop in Malcolm Road.This combined area would create a total of 17,175 square feet available for larger event space. During normal weekdays and weekends,the project plazas are envisioned to be activated with building occupants,local businesses,hotel guests,and visitors to the project. Programming would likely consist of outdoor dining and meeting space in the plazas.Food trucks or pop-up retail could park along Malcolm Road adjacent to the plazas. Malcolm Road could be closed through a temporary permit for special events and the tabletop would connect the two plazas.The parking garage,which is accessible from Stanton Road would be open to the public for special events. Public seating at café plaza 5 Community Benefit #1: Public Plaza (CB1) Planning Commission Feedback: 1.Concerns about plaza size 2.Concerns about plaza shading and prevailing winds 3.Concerns regarding pedestrian interaction with truck traffic across the tabletop 4.Elaborate on programming opportunities Project Response: 1.The plazas exceeds zoning criteria of 5,000 SF at each building –12,220 total SF is planned 2.Plaza solar and wind conditions have been professionally studied –public outdoor space receives abundant sunshine throughout the calendar year –the building’s orientation and mass protect the plazas from prevailing winds 3.All project ingress and egress (passenger vehicles and service trucks) is orientated away from the plazas and is located at the perimeter of the site plan –Stanton Road is the primary access point for the parking structure and loading dock of the southern building –Bayshore Highway is the primary access point for the northern building loading dock 4.The town square can be programmed for normal daily life with the activity from the building’s publicly accessible café and/or temporary kiosks and food trucks. In addition, Malcolm Road can be closed through a temporary permit and the town square can transform into an entertainment podium, a farmer’s market, a 5k starting/finish line, or other neighborhood events. The plaza is sheltered from prevailing winds Show solar and wind study The plazas receives abundant sunlight 6 Community Benefit #1: Public Plaza Planning Commission Feedback: •Prior comment •Prior comment Project Response: ▪Response one ▪Response two community benefits: a new town square 1669 & 1699 Bayshore & 810 & 821 Malcolm Road New Public Plazas Image caption 7 1669 & 1699 Bayshore & 810 & 821 Malcolm Road New Public Café community benefits: a new town square New public café 8 1669 & 1699 Bayshore & 810 & 821 Malcolm Road Community Benefit #13: Publicly Accessible Ground Floor Amenities (CB13) Program / Description: Cafe The Project proposes a 4,015 SF fast casual,bistro style café,serving coffee,breakfast,lunch,and lighter fares throughout the day.Fresh food will be prepared offsite and brought to the café daily. The café will have both indoor and outdoor seating.The outdoor seating will activate the upper terrace at the southern building.The seating is expected to be fixtures and part of the design of the outdoor plazas.Solar shading has been studied and the upper terrace (where the primary café seating is located)will receiveabundantsunlightthroughoutthecalendaryear. At peak occupancy,the hours of operation of the café are anticipated to be from 7:00 AM to 7:00 PM Monday –Friday.Weekend operations will be based on demand.The publicly accessible restrooms will be open when the café is open. Reservable Community Room 9 Community Benefit #13: Publicly Accessible Ground Floor Amenities (CB13) Program / Description: Conference Center Two conference facilities are contemplated to be built as part of the base building design of the Project. There is a formal board room in the northern building that seats up to 20 people that includes an arrival vestibule to create a more intimate setting. There is a larger conference room in the southern building that seats 100 people and is divisible into two 50-person rooms.The larger conference room can also be combined with the seating area of the bistro café for break out space should a larger area be needed.There is an outdoor terrace space that is adjacent to the larger conference room in the southern building.Both conference facilities will be made available to the public through a reservation system. 1669 & 1699 Bayshore & 810 & 821 Malcolm Road Conference Room Publicly accessible building amenities 10 Community Benefit #13: Publicly Accessible Ground Floor Amenities (CB13) Planning Commission Feedback: 1.Add break out areas for the community room 2.Add outdoor area for community room Project Response: 1.There are two publicly available conference rooms –one per building -they have the capability to expand to 100 patrons or accommodate as few as 20 guests –all conferencing will be available via a reservation system through building manager 2.The larger conference room has access to the outdoors 1669 & 1699 Bayshore & 810 & 821 Malcolm Road conference room conference room 11 New Community Benefit #4: Public Art (CB4) Program / Description: The project contemplates public art in a variety of ways. A large sculptural piece will anchor the center point of the plazas. The project parking structure will have two large scale art canvases. Publicly accessible building amenities will showcase additional large-scale artwork. 4. 4. Potential artwork examples 12 New Community Benefit #4: Public Art (CB4) Planning Commission Feedback: 1.Consider adding public art Project Response: 1.The plaza will be anchored with a sculpture piece 2.The parking structure can showcase murals at two canvasses 3.The project’s publicly accessibly interiors will have additional artwork Potential parking structure murals organic inspiration abstract references Tree City USA pattens 13 Community Benefit #6: Off-site Infrastructure Improvements (CB6) Program / Description: Create a new, pedestrian safe crosswalk at Malcolm Road and Bayshore Highway that will connect the existing Bay Trail access point to all businesses on Malcolm Road (including the project) and all public on the Bay Trail to the new town square. Public access to neighboring waterfront Existing Bay Trail Access Point Existing Bay Trail Proposed New Crosswalk 14 Crossing at Malcolm Road Show crosswalk image Community Benefit #6: Off-site Infrastructure Improvements (CB6) Planning Commission Feedback: •Preference to mid-block crossing Project Response: ▪Mid-block crossing was discussed with City Staff, feedback was that crossing at Malcolm is preferred due to the visual connection that drivers would have with the Malcolm Road intersection Thank you - 1669 & 1699 Bayshore & 810 & 821 Malcolm Road potential Bayfront 5k Kittelson & Associates, Inc. Technical Memorandum INTRODUCTION This memorandum seeks to recommend and evaluate the proposed transit demand management (TDM) plan and associated measures for the proposed project at 1699 and 1701 Bayshore Highway in Burlingame, CA as required by the City’s 2030 Climate Action Plan (CAP) and consistent with the City/County Association of Governments of San Mateo (C/CAG) Draft TDM Policy Update Approach, September 1, 2021(C/CAG TDM Policy)1. The purpose of Burlingame’s TDM requirement and C/CAG’s TDM Policy is to reduce project-generated vehicle trips and encourage travel by other, more sustainable modes. The memorandum is organized as follows: • Project Summary • Proposed TDM Measures • Vehicle Trip Reduction Analysis • Monitoring and Reporting • Conclusion PROJECT SUMMARY The proposed project would provide a total of 475,790 square feet across two parcels, including 150,374 square feet of office and lab space, 225,560 square feet of industrial space, and 6,390 square feet of ground floor café space with frontages on Old Bayshore Highway and Malcolm Road2. The project site is split into two parcels totaling approximately 4.5 acres fronting Old Bayshore Highway and separated by Malcolm Road. The north parcel will have one building with seven stories (six floors above grade floors plus a storage/mechanical penthouse) totaling 193,380 square feet (SF) and 38 surface vehicle parking spaces. The south parcel includes two buildings. One building is proposed to be eight stories (seven floors above grade plus a storage/mechanical penthouse) totaling 282,410 SF and the second building is a proposed parking structure that would be seven stories above grade parking with roof deck parking and provide space for 909 vehicles to park. 1 https://ccag.ca.gov/wp-content/uploads/2021/09/6.3-A5-CCAG_TDM-Policy-Update-Approach-June-2021_Final-w-redlines.pdf 2 1699, 1701 Bayshore Highway Design Development, 7/15/2022. Planning Resubmission Package. 155 Grand Avenue, Suite 505 Oakland CA 94612 510.839.1472 August 3, 2022 Project# 26875 To: Peter Banzhaf HELIOS Real Estate Partners From: Amanda Leahy, AICP; Lilian Wu, PE; Marissa Tucker-Borquez – Kittelson & Associates, Inc. RE: 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan August 3, 2022 Page 2 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Project Summary Kittelson & Associates, Inc. Figure 1: Project Site Plan Transportation Improvements The project proposes the following on- and off-site improvements to help reduce the number of single occupancy vehicle (SOV) trips to and from the site. Pedestrian Amenities The project would install special paving materials and elevate a portion of Malcolm Road to sidewalk level to create a pedestrian-oriented environment that would generally discourage vehicle traffic and encourage slower speeds. Pedestrian plazas would be provided near the pedestrian entrances to the buildings and new sidewalks would be constructed along the project frontages. The new ground-floor café will encourage employees to walk and use on-site facilities rather than traveling off-site by car to get food and drinks. The project is also proposing a crosswalk at Old Bayshore Road and Malcolm Road to help facilitate pedestrian and cycling access to the San Francisco (SF) Bay Trail. Bicycle Access and Amenities The SF Bay Trail is a bicycle and pedestrian trail that runs along the San Francisco Bay and connects Burlingame to the adjacent communities of Millbrae and San Mateo. The proposed project is approximately one tenth of a mile walk from the trail using the most direct route requiring crossing at the intersection of Old Bayshore Road and Malcolm Road. Currently, this is an unsignalized intersection which does not provide dedicated time for people to walk or bike across the street. Working with the City, the applicant is prepared to install new treatments at the intersection to increase the comfort and safety of August 3, 2022 Page 3 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Proposed TDM Measures Kittelson & Associates, Inc. people walking and biking across Old Bayshore Highway and close the network gap between the SF Bay Trail and the proposed project. Such treatments may include high-visibility crosswalks, ADA-compliant curb ramps, signage, bulb-outs, painted safety zones, rectangular rapid flashing beacons (RRFB), or others. On site, the project will provide 52 long-term bicycle parking spaces in secured bike storage rooms and at least 4 short-term bicycle parking spaces in racks outdoors to exceed City requirements of 2 short-term and 45 long-term bicycle parking spaces. Additionally, to support the end-of-trip needs of cyclists, the project will include lockers and showers. Transit Access Currently there are several transit options and connections near the site. The SamTrans 292 bus service operates every 20 - 30 minutes and stops near the intersection of Old Bayshore Highway and Stanton Road, just over one eighth of a mile walk from the project site3. In addition, the Burlingame Bayside Shuttle, which connects riders to the Millbrae BART and Caltrain Station, operates at 20 - 25 minute headways. The nearest shuttle stop is just under one quarter mile walk from the project site, near the intersection of Old Bayshore Highway and Mitten Road4. The Millbrae BART and Caltrain Station is a critical regional connector and is just over a one mile walk from the project site. Transit service from this station connects riders to Downtown San Francisco every 15 minutes or less on weekdays5. Due to the importance of connecting the project to the Millbrae BART and Caltrain station, the applicant is committed to exploring a partnership with Burlingame Bayside Shuttle to identify modifications and service enhancements to improve this transit service as a first mile/last mile option for future tenants. Vehicle Trip Generation The proposed project would generate 490 net new vehicle trips (344 inbound, 146 outbound) during the weekday a.m. peak hour and 366 net new vehicle trips (83 inbound, 283 outbound) during the p.m. peak hour6. These net new vehicle trips represent the increase in vehicle traffic associated with the proposed project compared to existing baseline volumes and includes a vehicle trip reduction factor for the implementation of the proposed TDM measures included in this plan. This TDM plan would exceed the 20 percent vehicle trip reduction required by the City and the 35 percent vehicle trip reduction target under C/CAGs TDM Policy. PROPOSED TDM MEASURES C/CAG TDM Policy recommends a mix of required and optional TDM measures and vehicle reduction targets based upon a project’s land use, size, and proximity to transit7. C/CAG TDM Policy defines project land uses in the following broad groups: • Non-residential (Office, R&D, Industrial, and Institutional) • Non-residential (Medical & Lodging) • Non-residential (Retail & Restaurant) • Residential (Multi-family) 3 https://www.samtrans.com/schedulesandmaps/timetables/292/Route_292_-_Effective_1_16_22.html 4 https://commute.org/route/burlingame-bayside/ 5 https://www.bart.gov/stations/mlbr 6 1699 Bayshore (Nomar Life Science) Traffic Impact Analysis Memorandum. Consistent with standard engineering practice and City guidelines, the vehicle trip generation estimates are calculated using the occupied square footage of 375,934 square feet of R&D space and 6,390 square feet of café space. 7 https://ccag.ca.gov/wp-content/uploads/2021/09/6.3-A5-CCAG_TDM-Policy-Update-Approach-June-2021_Final-w-redlines.pdf August 3, 2022 Page 4 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Proposed TDM Measures Kittelson & Associates, Inc. Since most of the square footage for the proposed project is dedicated to office and R&D use and only 6,390 square feet of ground floor café space, the proposed project is defined as Non-residential (office, R&D, industrial, and institutional). Further, C/CAG TDM Policy classifies projects based on the total square footage and the expected average daily trips (ADT) as shown in Table 1. The proposed project’s combined peak a.m. and p.m. expected ADT exceeds the 500 or more ADT threshold to categorize the project as a “Large Project". The project is also greater than 50,000 square feet surpassing the square footage threshold and further qualifying the project as a “Large Project.” Project Size Thresholds Small Project 100 – 499 ADT 10,000 – 49,000 square feet Large Project 500 or more ADT 50,000 or more square feet Table 1: C/CAG TDM Policy Project Size thresholds for non-residential uses (office, R&D, industrial, and institutional) Finally, C/CAG TDM Policy considers three different based project types depending on a project’s proximity to “high quality” transit as shown in Table 2. Project Categories Thresholds Transit-Oriented Development (TOD) Project located within a half mile of “high quality” transit Transit Proximate Project located between a half to three miles of “high quality” transit Non-Transit Proximate Project located more than three miles away from “high quality” transit Table 2: C/CAG TDM Policy project categories 1. C/CAG TDM Policy defines “high quality” transit as a rail station or transit stop featuring 15 minute service during weekday peak hours between 6 – 10 am and 3 – 7 pm The proposed project is categorized as “Transit Proximate” as it is within 0.5 – 3 miles of “high quality” transit service. While the Burlingame Bayside Shuttle and SamTrans 929 bus are within one half mile of the project site, neither transit service meets the C/CAG TDM Policy threshold for “high quality” transit which requires a stop to be serviced by15-minute headways during peak weekday hours. However, the project site is just over a one mile walk from the Millbrae BART and Caltrain station which meets the definition of “high quality” transit. Small Projects Large Projects Transit-Oriented Development (Large or Small) Vehicle Trip Reduction Target 35% 35% 25% Table 3: C/CAG TDM Policy vehicle trip reduction targets for non-residential uses (office, R&D, industrial, and institutional) Since the proposed project is defined as a “Non-residential (office, R&D, industrial, and institution)”, “Large Project” that is “Transit Proximate” the vehicle trip reduction target for the proposed project is 35 percent as per Table 3. In C/CAG TDM Policy Appendix A provides a list of required and optional TDM measures which are identified based upon a projects’ land use and size classification. For each TDM measure C/CAG provides an estimated vehicle trip reduction percentage if the measure is implemented. However, the amount of August 3, 2022 Page 5 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Proposed TDM Measures Kittelson & Associates, Inc. vehicle trip reduction percentage varies depending on the project proximity to high quality transit (as defined in Table 2). To simplify this process, C/CAG has released a C/CAG TDM Checklist8 for projects based upon their size and land use type. The C/CAG TDM Policy and the C/CAG TDM Checklist were used to identify the required, applicable, and appropriate TDM measures for the proposed project. The TDM plan presents a list and description of the recommended TDM measures and calculates their efficacy. Required Measures The following measures are required by C/CAG TDM Policy for Large, Non-residential (office, R&D, industrial, and institutional) projects. Transit Demand Management and Administration Free/Preferential Parking for Carpools - The intention of this measure is to provide a financial or visible incentive for ridesharing. Preferential parking spaces could entail reserved spaces that are exclusive for carpool or vanpools especially when located at premium or convenient locations such as near the entrance of the building. The proposed project will define a set number of spaces that are either free or preferential to those who carpool. TDM Coordinator / Contact Person – A TDM Coordinator will provide information regarding alternative modes of transportation to employees and can either be an employee of the applicant or can be contracted through a 3rd party provider. The role of a coordinator is to be a single point of contact that manages the implementation of the TDM Plan and ensures monitoring and reporting requirements are met. The proposed project will assign a Transportation Coordinator responsible for managing the implementation of the plan and the marketing program aimed at tenants and employees to promote alternative means of transportation. Actively Participate in Commute.org or Transportation Management Association (TMA) Equivalent - This is a multi-component requirement that must fulfill the following conditions: 1. Obtain Certification of participation with Commute.org, or equivalent program The project site must register with commute.org or an alternative Transportation Management Association that provides TDM service. A TDM service provider would coordinate transportation services such as those described in below in 2 – 5. The applicant or Transportation Coordinator will register with Commute.org and receive a certification of participation. 2. Provide commute assistance or ride-matching program Ride-matching services help employees find carpools or vanpools based on their commuting patterns. Many apps provide this service for individuals. The applicant will provide information about carpool/vanpool matching services to all tenants as part of the welcome packets including the promotion of 511 Merge and Scoop services. 8 https://ccagtdm.org/wp-content/uploads/2022/02/CCAG-Large-Non-Residential-TDM-Checklist.pdf August 3, 2022 Page 6 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Proposed TDM Measures Kittelson & Associates, Inc. 3. Provide (or fund) a dedicated shuttle program/consortium or equivalent transit service There are several ways to meet this requirement: either by establishing a shuttle service from the project site to other nearby destinations such as transit hubs, commercial centers, or residential areas. Alternatively, the applicant could buy into a shuttle consortium with neighboring developments. Lastly, developers may fund enhanced existing transit services in collaboration with SamTrans. The applicant is committed to exploring a partnership with Burlingame Bayside Shuttle to identify modifications and service enhancements, such as additional transit stops near or within the project site. 4. Provide a Guaranteed Ride Home A Guaranteed Ride Home is a program where employees can get home in case of emergency, family crisis, or unscheduled overtime who used an alternative form of transportation to get to work. Typically, and is the case with San Mateo County’s program, employees are reimbursed for a ride home via taxi or ridesharing equivalent (such as Uber or Lyft). The applicant will coordinate with Commute.org to determine the appropriate way to participate in San Mateo County’s Guaranteed Ride Home program. 5. Supply oriented, education, and promotional programs and/or materials for tenants New employees should be offered an orientation, educational programs, or materials that explain alternative transportation mode options to getting to the site. Materials can include transit schedules, maps, trip planning, and the importance of trip reduction. The applicant will offer an online kiosk with transportation information including a summary of SamTrans, Caltrain, BART, and nearby shuttle services, information about ride matching services and ridesharing services, local bikeway map and bicycling resources, and links to other resources in the Bay Area, such as bikeshare and carshare providers and locations. In addition, they will provide transportation information packets to new employees or provide information to tenants to supply to their employees. Shuttles, Transit and Ridesharing Carpool and Vanpool Program – Both carpool and vanpooling can help reduce vehicle miles traveled by sharing a single vehicle amongst riders who take similar commutes or trips. Carpooling relies on personal vehicles while vanpools are usually leased vehicles provided by a company or development. Carpool and vanpool programs can include financial incentives from employers as well as ride matching services. As part of both the online kiosk and the welcome packet to all tenants, the applicant will promote regional ride matching services (511.org) such as Merge, Scoop, and Casual Carpool to help facilitate ride- matching amongst employees who are interested in carpooling. Transit or Ridesharing Passes/Subsidies – Tenant-employers should be encouraged to offer their employees transit or carpool/vanpool subsidies to reduce the number of single-occupancy vehicle trips to the site. Transit passes or subsidies should be valid for all transportation options including BART, Caltrain, SamTrans, and other platform and vanpool alternatives. C/CAG recommends that transit pass or carpool/vanpool subsidies are equivalent to 30% of their monthly fair or up to $50 monthly. The applicant is committed to exploring a partnership with Burlingame Bayside Shuttle to identify modifications and service enhancements, such as additional transit stops near or within the project site. This shuttle service would be fully subsidized (free) to employees to use. Pre-tax Transportation Benefits – All Bay Area businesses with 50 or more employees and reside within the Bay Area Air Quality Management District (BAAQMD) must provide at least one of three commuter August 3, 2022 Page 7 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Proposed TDM Measures Kittelson & Associates, Inc. benefits, one which can provide employees a pre-tax option9. This would allow employees to exclude costs incurred for transit passes or vanpool charges from their taxable wages. Currently, the federal limit for pre- tax commuter benefits per employee $280 per month10. The tenants of this project will have more than 50 employees and will be offering a pre-tax transportation benefit to their employees. Active Transportation Secure Bicycle Storage – Bicycle storage should provide both short- and long-term bicycle parking. Long term parking should provide a safe and secure off-street location to store bikes. It should offer protection from the elements and be easily to access while walking a bike (does not require the use of stairs, pathway provides wide corridors). Short-term bicycle parking should be near pedestrian entrances and may be in the public right of way for easy and quick use. The proposed project will provide 52 long-term bicycle parking spaces in secured bike storage rooms and at least 4 short-term bicycle parking spaces in racks outdoors to exceed City requirements for bicycle parking of 45 long-term and 2 short-term bicycle parking spaces. Showers, Lockers, and Changing Rooms for Cyclists – Commuting by bike can be a strenuous activity causing riders to perspire and choose athletic clothing that maybe inappropriate for their job. Showers, changing rooms, and lockers can help encourage cycling and benefit employees who exercise during breaks. The proposed project will provide end-of-trip bicycle facilities including showers and lockers to store clothes to accommodate the needs of and encourage active modes. Design Streets to Encourage Bike and Pedestrian Access – Roadways designed to increase the safety and comfort for pedestrians and cyclists can make choosing these modes a realistic option for more employees. The development will improve pedestrian access by installing sidewalks and planting trees along the project frontage. In addition, between the two buildings a portion of Malcolm Road will be elevated, and a special paving material will be used as a speed table to slow cars and prioritize the comfort of pedestrians. This will increase the safety and walkability between both buildings. By satisfying these required measures alone the project would meet the VMT reduction threshold and necessary measures to satisfy the C/CAG TDM Policy (see Table 4). In addition to these required measures, the proposed project includes additional TDM measures that help it further exceed the vehicle trip reduction requirements. Additional Measures Active Transportation Gap Closure – Gap closures include treatments that help establish pedestrian and bicycle connections from the site to existing trails, bikeways, or adjacent streets. This measure may benefit all those in the local area and not just site employees. The SF Bay Trail is a bicycle and pedestrian trail that runs along the San Francisco Bay and connects Burlingame to the surrounding communities of Millbrae and San Mateo. Currently the trail spans 350 miles but is planned to grow to 500 miles completely encircling the bay and connecting 47 cities. The most direct route for those using this trail to get to the project would be to cross at the intersection of Old Bayshore Road and Malcolm Road. Currently, this is an unsignalized intersection 9https://www.baaqmd.gov/~/media/Files/Planning%20and%20Research/Commuter%20Benefits%20Program/Proposed%20Rule%20Packet /Proposed%20Rule%20Reg%20141.ashx 10 https://www.irs.gov/publications/p15b August 3, 2022 Page 8 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Proposed TDM Measures Kittelson & Associates, Inc. which does not provide dedicated time for people to walk or bike across the street. Working with the City, the applicant is prepared to install new treatments at the intersection to increase the comfort and safety of people walking and biking across Old Bayshore Highway and close the network gap between the SF Bay Trail and the proposed project. Such treatments may high-visibility crosswalks, ADA-compliant curb ramps, signage, bulb-outs, painted safety zones, rectangular rapid flashing beacons (RRFB), or others. Site-Design Incentives Pedestrian Oriented Uses & Amenities on Ground Floor – Sites should include commercial uses on the ground floor that help create an active street frontage that creates a walkable and inviting area. The proposed project will create new pedestrian plazas and open space where there was previously a surface parking lot. In addition, new active ground-floor uses including a café will encourage pedestrian activity and contribute to the walking environment. August 3, 2022 Page 9 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Vehicle Trip reduction Analysis Kittelson & Associates, Inc. VEHICLE TRIP REDUCTION ANALYSIS According to C/CAG TDM Policy, each of the TDM measures instituted in this TDM plan would result in an associated reduction in single occupancy vehicle trips. To ensure compliance of this plan a “Large”, Non- Residential”, and “Transit Proximate” project requires a trip reduction score at minimum of 35 percent. The following are the required and additional measures included in this plan and their associated vehicle trip reduction. Required Measures Category C/CAG Measure ID11 Measure Vehicle Trip Reduction Score TDM Management & Administration M1 Free/Preferential Parking for Carpools 1% M3 TDM Coordinator / Contact Person 0.5% M4 Actively Participate in Commute.org or Transportation Management Association (TMA) Equivalent 16.5% Shuttles, Transit, & Ridesharing M5 Carpool or Vanpool Program 2% M6 Transit or Ridesharing Passes/Subsidies 10% M7 Pre-Tax Transportation Benefits 1% Active Transportation M8 Secure Bicycle Storage 1% M25 Showers, Lockers, and Changing Rooms for Cyclists 2% Site Design Incentives M9 Design Streets to Encourage Bike/Ped Access 1% Required Measures Vehicle Trip Reduction 35% Additional Measures Category C/CAG Measure ID Measure Trip Reduction Score Active Transportation M23 Gap Closure 7% Site Design Incentives M26 Pedestrian Oriented Uses & Amenities on Ground Floor 3% Additional Measures Vehicle Trip Reduction 10% Total Vehicle Trip Reduction 45% Table 4: Proposed TDM Measures and Vehicle Trip Reduction Analysis With a total vehicle trip reduction score of 45 percent, with implementation of the proposed TDM plan, the proposed project would exceed the 35 percent minimum vehicle trip reduction threshold and meet C/CAG and City requirements. 11 Measure ID were used from the https://ccagtdm.org/wp-content/uploads/2022/02/CCAG-Large-Non-Residential-TDM-Checklist.pdf August 3, 2022 Page 10 1699 Bayshore (Nomar Life Science) Transportation Demand Management (TDM) Plan Monitoring and reporting Kittelson & Associates, Inc. MONITORING AND REPORTING After tenants begin occupying the site, Commute.org will solicit survey participation through the Transportation Coordinator. The survey will collect information from tenants regarding the completeness of the implementing TDM measures and information about employees travel behavior12. Two years after the initial survey, the property owner or responsible party will have to self-certify that the TDM measures are being implemented. C/CAG will provide the needed forms and timeframe for self- certification to the Transportation Coordinator. This same year, Commute.org will again administer the employee travel behavior survey. Both self-certification and employee survey collection will continue biannually for the initial six years of occupancy. After six years of occupancy, self-certification and employee survey collection will occur every three years until 20 years after occupancy. CONCLUSION The City of Burlingame’s 2030 Climate Action Plan requires a TDM plan that is in compliance with C/CAG TDM Policy. As stated in C/CAG TDM policy, new office projects greater than 50,000 square feet that are anticipated to generate at least 500 average daily trips must implement associated measures to achieve a 35 percent reduction in vehicle trips. The proposed TDM plan is comprised of required and additional measures recommended by C/CAG TDM Policy: Required Measures • Free/Preferential Parking for Carpools • TDM Coordinator and TDM Marketing • Actively Participate in Commute.org • Carpool or Vanpool Program • Transit or Ridesharing Passes/Subsidies • Pre-Tax Transportation Benefits • Secure Bicycle Storage • Showers, Lockers, and Changing Rooms for Cyclists • Design Streets to Encourage Bike/Ped Access Additional Measures • Pedestrian and Cyclist Gap Closure • Pedestrian Oriented Uses & Amenities on Ground Floor With a total vehicle trip reduction score of 45 percent, the TDM measures identified for the project would far exceed the 35 percent vehicle trip reduction target set by C/CAG TDM Policy and the 20 percent vehicle trip reduction required by the City of Burlingame’s 2030 Climate Action Plan5. 12 https://ccagtdm.org/wp-content/uploads/2022/04/CCAG_TDM-Policy-Update_Implementation-Guide_FINAL_4-19- 2022_v11_CLEAN.pdf Jan 1, 2022 Form Continues on Page 2 Sum percentages from each selected measure from rows 1-9 Total from Required Measures % 10 9 2%M25 - Showers, Lockers, and Changing Rooms for Cyclists These amenities serve as end of trip facilities for employees arriving by bike or other active transportation forms. ALL 8 1%M9 - Design Streets to Encourage Bike/Ped Access Design adjacent streets or roadways to facilitate multimodal travel. ALL 7 1%M8 - Secure Bicycle Storage Comply with CalGREEN minimum bicycle parking requirements. ALL 6 1%M7 - Pre-Tax Transportation Benefits Offer option for tenants to participate in a pre-tax transit program to encourage the use of sustainable transportation modes and leverage pre-tax income to pay for commute trip costs. ALL 5 10%M6 - Transit or Ridesharing Passes/Subsidies Offer tenants passes or subsidies for monthly public transit or ridesharing costs incurred, equivalent to 30% of value or $50 - whichever is lower. ALL 4 2%M5 - Carpool or Vanpool Program Establish carpool/vanpool program for tenants and register program with Commute.org. ALL 3 6.5%M4 - Actively Participate in Commute.org or Transportation Management Association (TMA) Equivalent Obtain certification of registration from Commute.org or equivalent TMA incorporation documents. TOD & Non- transit Proximate Select only one based on Project Type Transit Proximate 16.5% 2 0.5%M3 - TDM Coordinator/Contact Person Provide TDM coordinator/liaison for tenants. May be contracted through 3rd party provider, such as Commute.org. ALL 1 1%M1 - Free/Preferential Parking for Carpools Provide free or preferential parking, including reserved spaces or spaces near an entrance or other desirable location, to incentivize ridesharing. ALL Measure YesPercentageProject Types You must select all measures that apply for your project type Click on each measure’s title for more informationCRequired Measures Identify your project type B Trip Reduction Target 1/2 to 3 miles from high quality transit service 35% Trip Reduction Required Transit Proximate More than 3 miles from high quality transit service 35% Trip Reduction Required Non-Transit Proximate Less than 1/2-mile from high quality transit service 25% Trip Reduction Required TOD Select one option based on your project’s distance to high quality transit Read more about high quality transit at ccagtdm.org/high-quality-transit Project Jurisdiction D D M M Y Y Y Y Application Date Project Address Contact Email Address Contact Phone Address Contact First and Last Name Parcel Number A Applicant Information support@ccagtdm.org Questions? Any new development project anticipated to generate at least 100 average daily trips is subject to the C/CAG TDM Policy and must complete a TDM Checklist and implement associated measures to mitigate traffic impacts. About this Form Read more at ccagtdm.org 500+ ADT; ~50,000+ sq ft Non-Residential (Office, Industrial, Institutional) Land Use: Large ProjectTDM Checklist ccagtdm.org Page 1 of 2 Jan 1, 2022 ccagtdm.org Visit Our Website support@ccagtdm.org Email Us Questions? F Submit Checklist See for how to submit this form. ccagtdm.org/submission Percentage from Additional Measures %Section Row 24D Sum of required and additional measures Total Percentage from all Selected Measures % Percentage from Required Measures %Section Row 10C + Copy from Section Trip Reduction Target %B Total Percentage from all selected measures must be greater than or equal to Trip Reduction Target E Project Totals Sum percentages from each selected measure from rows 11 - 23 Total from Additional Measures % 24 23 3%M26 - Pedestrian Oriented Uses & Amenities on Ground Floor Provide on-site, visible amenities to tenants and guests, such as cafes, gyms, childcare, retail. All 22 0.5%M24 - Bike Repair Station Offer on-site bike repair space/tools in visible, secure area. All 21 7%M23 - Gap Closure Construct or enhance quality of biking and walking facilities to/from site to existing trails, bikeways, and/or adjacent streets. All 20 2%M22 - Active Transportation Subsidies Offer biking/walking incentives to tenants, such as gift card/product raffles. All 19 1%M21 - Bike/Scooter Share On-Site Allocate space for bike/scooter share parking. All 18 10%M20 - Shuttle Program/Shuttle Consortium/Fund Transit Service Establish a shuttle service to regional transit hubs or commercial centers. Shuttle service should be provided free of charge to employees and guests. Non-transit Proximate % 17 M19 - Land Dedication or Capital Improvements for Transit Contribute space on, or adjacent to, the project site for transit improvements. 1%Other (i.e., Micromobility Parking Zone, TNC Loading Zone) 1%Visual/Electrical Improvements (i.e., Lighting, Signage) 1%Bus Shelter 1%Bus Pullout Space ALL Total percentages selected Select one or more 16 1%M18 - Car Share On-Site Provide on-site car share or vehicle fleets. ALL 15 4%M17 - Developer TDM Fee/TDM Fund Voluntary impact fee payment on a per unit or square footage basis, to fund the implementation of TDM programs. ALL 13 10%M15 - Reduced Parking Provide off-street parking at least 10% below locally-required minimums, or else below the locally-permitted parking maximums. Consideration may be required of potential spillover parking into surrounding areas. ALL 14 2%M16 - Short-Term Daily Parking Offer daily or hourly parking rates that are proportional to the monthly rate or approximately the cost of a transit fare. ALL 12 25%M14 - Paid Parking at Market Rate Offer hourly/daily parking rates proportional to monthly rate or equivalent to cost of transit fare. ALL 11 5%M12 - Flex Time, Compressed Work Week, Telecommute Flex time allows employees some flexibility in their daily work schedules. Compressed work week allows employees to work fewer but longer days. Telecommuting functions similarly, allowing employees to work from home rather than the office, reducing vehicle travel on the days they work remotely. ALL Measure YesPercentageProject Types D Additional Recommended Click on each measure’s title for more informationSelect enough to meet the trip reduction target from section B 500+ ADT; ~50,000+ sq ft Non-Residential (Office, Industrial, Institutional) Land Use: Large ProjectTDM Checklist ccagtdm.org Page 2 of 2 perkinswill.com 8/15/2022 11:23:39 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtISSUE FOR 50% CD / GMP 8/9/20221699 & 1701 Bayshore Highway © 2021 Perkins and Will 1699, 1701 Bayshore Highway Burlingame, CA 94010 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD BURLINGAME, CA 94010 PLANNING SUBMISISON 8/15/2022 RECEIVED 08/1 /2022 City of Burlingame CDD-Planning DIV REVISED HEALTH CARE AND LABORATORY ABBREVIATIONS A AIR ADMIT ADMITTING ANESTH ANESTHESIOLOGY ANGIO ANGIOGRAPHY CARDIO CARDIOLOGY CATH CATHETERIZATION CC CUBICAL CURTAIN TRACK CDBL CODE BLUE CG CORNER GUARD CLN CLEAN C02 CARBON DIOXIDE CODE CODE CART CS CLINICAL SINK CT COMPUTERIZED TOMOGRAPHY CLN UTIL CLEAN UTILITY CVICU CARDIOVASCULAR INTENSIVE CARE UNIT CYSTO CYSTOSCOPY DIW DEIONIZED WATER DK RM DARK ROOM ED EMERGENCY DEPARTMENT ENDO ENDOSCOPY ER EMERGENCY ROOM EWS EYE WASH STATION EXAM EXAMINATION GYN GYNECOLOGY HC HEALTH CARE HTHW HIGH TEMPERATURE HOT WATER ICCU INTENSIVE CARDIAC CARE UNIT ICU INTENSIVE CARE UNIT INF INFANT IP IN-PATIENT ISOL ISOLATION IV INTRAVENOUS LAB LABORATORY LDR LABOR/DELIVERY/RECOVERY LDRP LABOR/DELIVERY/ RECOVERY/POST PARTUM LIN LINEN LL LEAD LINED LTC LONG TERM CARE MAG MAGNET(IC) MAMMO MAMMOGRAPHY MED MEDICINE/ MEDICATION MICU MEDICAL INTENSIVE CARE UNIT MON MONITOR MRI MAGNETIC RESONANCE IMAGING N2 NITROGEN N20 NITROUS OXIDE NARC NARCOTICS NC NURSE CALL NEURO NEUROLOGY NICU NEONATAL INTENSIVE CARE UNIT NS NURSE STATION NUC NUCLEAR NUR NURSE(RY) O2 OXYGEN OB OBSTETRICS OP OUT PATIENT OR OPERATING ROOM ORTHO ORTHOPEDICS OTO OTOSCOPE/OPTHALMOSCOPE PACU POST ANETHESIA CARE UNIT PAT PATIENT PATH PATHOLOGY PEDS PEDIATRIC(S) PET POSITION EMISSION TOMOGRAPHY PHAR PHARMACY PROC PROCEDURE PT STA PNEUMATIC TUBE STATION R/F RAD/FLUORO RADIOL RADIOLOGY RECOV RECOVERY ROOM SECL RM SECLUSION ROOM SICU SURGICAL INTENSIVE CARE UNIT SNF SKILLED NURSING FACILITY SU SOILED UTILITY SUCT SUCTION SURG SURGICAL TELEM TELEMETRY TREAT TREATMENT TV BRK TELEVISION MOUNTING BRACKET VAC VACUUM LINE VAC CTR VACUUM CONTAINER VAC SL VACUUM SLIDE WAGE WASTE ANESTHETIC GAS EVACUATION WP WALL PROTECTION XR X RAY GENERAL NOTES SYMBOLS LEGEND WINDOW TYPE SYMBOL INTERIOR GLAZING SYSTEM TAG (NUMERIC) EXTERIOR GLAZING SYSTEM TAG (ALPHA) LOUVER TYPE IDENTIFIER (ALPHA AND NUMERIC) PARTITION TAG FLOOR DRAIN ROOF DRAIN AND OVERFLOW DRAIN OVERFLOW DRAIN ROOF DRAIN GLAZING TAG GLAZING DESIGNATION ARCHITECTURAL WOODWORK NO BOX INDICATES ARCHITECTURAL WOODWORK REF A60-01 FOR ARCHITECTURAL WOODWORK SECTIONS AND DETAILS CABINET WIDTH CABINET TYPE EXISTING PARTITION / ITEM TO REMAIN NEW PARTITION / ITEM EXISTING TO BE REMOVED COLUMN GRID DESIGNATION NEW GRID EXISTING GRID NOTE TAGS "NOTES BY NUMBER" SPECIFICATIO N KEYNOTES BUILDING SECTION TAG SECTION DESIGNATION SHEET NUMBER WALL / DETAIL SECTION TAGS SECTION DESIGNATION SHEET NUMBER SHEET NUMBERDETAIL DESIGNATION ENLARGED PLAN TAG PLAN OR DETAIL DESIGNATION SHEET NUMBER EXTERIOR ELEVATION TAG ELEVATION DESIGNATION SHEET NUMBER INTERIOR ELEVATION TAG SINGLE INTERIOR ELEVATION TAG ELEVATION DESIGNATION SHEET NUMBER DOOR IDENTIFICATION TAG DOOR DESIGNATOR ROOM NUMBER (THAT DOOR SWINGS INTO) EQUIPMENT DESIGNATION EQUIPMENT TAG OWNER PROVIDED EQUIPMENT/ ITEM CONTRACTOR PROVIDED EQUIPMENT/ ITEM TOILET ACCESSORY TAG MATERIALS AT LARGE SCALES ABBREVIATIONS LEGEND NOTE 1: ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION NOTE 2: ABBREVIATIONS MAY BE DIFFERENT WHEN A PART OF A LEGEND SYMBOLS GA GAGE GALV GALVANIZED GEN GENERAL GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GL GLASS GL BLK GLASS BLOCK GLU LAM GLUED LAMINATED WOOD GR LN GRADE LINE GRFL GROUND FLOOR GSB GYPSUM SHEATHING BOARD GT GREASE TRAP GYP BD GYPSUM BOARD GYP PLAS GYPSUM PLASTER H HIGH HB HOSE BIBB HC HOLLOW CORE HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HPT HIGH POINT HSKPG HOUSEKEEPING HT HEIGHT HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER ID INSIDE DIAMETER INCAND INCANDESCENT INSUL INSULATION INT INTERIOR INV INVERT JAN CLO JANITOR'S CLOSET KIT KITCHEN L LONG, LENGTH LAM LAMINATE(D) LAU LAUNDRY LAV LAVATORY LB POUND(S) LF LINEAR FOOT, (FEET) LH LEFT HAND LIB LIBRARY LKR LOCKER LL LIVE LOAD LONG LONGITUDINAL LOC LOCATION LPT LOW POINT LT LIGHT LVR LOUVER m METER MACH MACHINE MAINT MAINTENANCE MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MEP MECHANICAL, ELECTRICAL, PLUMBING @ FIRE PROTECTION MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MHO MAGNETIC HOLD OPEN MIN MINIMUM MISC MISCELLANEOUS MKR BD MARKER BOARD mm MILLIMETER MO MASONRY OPENING MTL METAL N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O/O OUT TO OUT OC ON CENTER OD OUTSIDE DIAMETER OF/CI OWNER FURNISHED, CONTRACTOR INSTALLED OF/OI OWNER FURNISHED, OWNER INSTALLED OFF OFFICE OPH OPPOSITE HAND OPNG OPENING OPP OPPOSITE ORD OVERFLOW ROOF DRAIN PA PUBLIC ADDRESS PAR PARAPET, PARALLEL PCC PRE-CAST CONCRETE PERF PERFORATED PERP PERPENDICULAR PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLYWD PLYWOOD PNT PAINT POL POLISHED PR PAIR PREFAB PREFABRICATE(D) PROJ PROJECT PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT/ PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTN PARTITION PVC POLYVINYL CHLORIDE PVG PAVING QT QUARRY TILE QTY QUANTITY R THERMAL RESISTANCE, RADIUS, RISER RB RUBBER BASE RC REINFORCED CONCRETE RCP REFLECTED CEILING PLAN RCPTN RECEPTION RD ROOF DRAIN REC RECESSED REF REFERENCE, REFRIGERATOR REINF REINFORCE, REINFORCING REQ(D) REQUIRE, REQUIRED RESIL RESILIENT REV REVISION RF RESILIENT FLOORING RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RTF RUBBER TILE FLOOR RVL REVEAL & AND ANGLE @ AT x BY (LOWERCASE) CENTER LINE [ CHANNEL X° DEGREE Ø DIAMETER ╩ DOUBLE ANGLE # NUMBER, POUNDS PROPERTY LINE ± PLUS OR MINUS SQUARE FEET ZEE COLUMN; TUBE / DIVIDED BY MAXIMUM MINIMUM RANGE PL A11 L1 A-XXX X 301A FD TA1 XX A-XXX SIM XX A-XXX SIM 1 XX A-XXX SIM A-XXX X Ref X RefX RefX Ref GL-X XX XX/A-XXX Ref A1 24". EXISTING TO REMAIN. REFERENCE ENTIRE DOCUMENTS FOR ADDITIONAL WORK IN THIS AREA CL A 1 NORTH ARROW TRUE NORTH ARROW PROJECT NORTH ARROW 1 1.2 A 2 A UNDISTRUBED SOIL SAND STEEL STRUCTURAL CONCRETE CONTINUOUS WOOD FRAMING STRUCTURAL CLAY TILE ALUMINUM/ORNAMENTAL METAL CONCRETE MASONRY UNIT BRICK, COMMON FACE CUT STONE TERRAZZO ASPHALT GRAVEL, POROUS FILL FINISH WOODWORK GYPSUM WALLBOARD BLOCKING OR SHIM WATERPROOFING/ DAMPROOFING/ AIR/ MOISTURE BARRIER RIGID INSULATION PARTICLE BOARD PLYWOOD COMPACTED FILL/SOIL LIGHTWEIGHT CONCRETE CAST STONE BRICK, GLAZED ? ? FIRE RATED SHAFT ENCLOSURE GLASS GYPSUM WALLBOARD LEAD-LINED BATT INSULATION BOARD ACOUSTICAL CEILING SPRAY-ON FIREPROOFING OR INSULATION GLASS BLOCK WOOD FLOORING EXTERIOR SHEATHING SOLID SURFACING EIFS PLASTER STUCCO W/ METAL LATH XXXXX CONTRACTOR INSTALLED EQUIPMENT/ ITEM CONTRACTOR FURNISHED EQUIPMENT/ ITEM XX A-XXX Ref A/C AIR CONDITION(ING)(ED) ACC ACCESSIBLE ACST ACOUSTIC(AL) AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ADJ ADJUSTABLE/ ADJACENT AFC ABOVE FINISHED COUNTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AGGR AGGREGATE AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZE(D) APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECT(URAL), ARCHITECT ASPH ASPHALT ATC ACOUSTICAL TILE CEILING AUTO AUTOMATIC AWT ACOUSTICAL WALL TREATMENT B/B BACK TO BACK BC BACK OF CURB BD BOARD BITUM BITUMINOUS BLDG BUILDING BM BEAM/ BENCHMARK BOT/BSMT BOTTOM OF BASEMENT BUR BUILT-UP ROOFING CAB CABINET CB CATCH BASIN CCTV CLOSED CIRCUIT TELEVISION CF/CI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED, OWNER INSTALLED CFM CUBIC FEET PER MINUTE CFMF COLD-FORMED METAL FRAMING CG CORNER GUARD CI CAST IRON, CURB INLET CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR cm CENTIMETER CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN CONC CONCRETE CONF CONFERENCE COORD COORDINATE CORR CORRIDOR CPT CARPET/CARPET TILES CT CERAMIC TILE CU CUBIC CW COLD WATER PIPING/ CHEMICAL WASTELINE D DEEP, DEPTH DBL DOUBLE DEG DEGREE DEMO DEMOLISH, DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER (EXTERIOR) DIAG DIAGONAL DIFF DIFFUSER/ DIFFERENCE DIM DIMENSION DISP DISPENSER DIV DIVISION DL DEAD LOAD DR DOOR/ DRAIN DS DOWNSPOUT DW DISHWASHER DWG DRAWING E EAST EA EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELAST ELASTOMERIC ELEC ELECTRIC(AL) ELEV ELEVATOR EMER EMERGENCY EMER SHR EMERGENCY SHOWER ENGR ENGINEER ENTR ENTRANCE EO ELECTRIC OUTLET EOS EDGE OF SLAB EP ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT ETC ET CETERA EW EACH WAY EWC ELECTRIC WATER COOLER EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR, EXTERNAL F/F FACE TO FACE FCO FLOOR CLEANOUT FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FACE FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH(ED) FF EL FINISHED FLOOR ELEVATION FLR FLOOR FLUOR FLUORESCENT FO FINISHED OPENING FOC FACE OF CURB FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF SLAB/ FACE OF STUD FP FIRE PROTECTION/ FIREPROOF FRTW FIRE RETARDANT TREATED WOOD FT FOOT (FEET)/ FIRE TREATED FTG FOOTING FURG FURRING FURN FURNISH, FURNITURE FUT FUTURE FV FIELD VERIFY S SOUTH SAN SANITARY SC SOLID CORE SCHED SCHEDULE SECT SECTION SF SQUARE FOOT(FEET) SGL SINGLE SHR SHOWER SHT SHEET SIM SIMILAR SJ SLIP JOINT, SCORED JOINT SPEC SPECIFICATION SPKR SPEAKER SQ SQUARE SST STAINLESS STEEL STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYMM SYMMETRICAL T TREAD T/ TOP OF TA TOILET ACCESSORY T&B TOP & BOTTOM T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPORARY TER TERRAZZO THK THICK TI TENANT IMPROVEMENT TLT TOILET TO_ TOP OF _____ TOPO TOPOGRAPHY, TOPOGRAPHIC TRTD TREATED TS TUBE STEEL TV TELEVISION TYP TYPICAL U HEAT TRANSFER COEFFICIENT UH UNIT HEATER UL UNDERWRITER'S LABORATORIES UNEX UNEXCAVATED UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UTIL UTILITY VB VINYL BASE VCT VINYL COMPOSITION TILE VENT VENTILATION VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VOL VOLUME VWC VINYL WALL COVERING W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WG WALL GUARD WH WATER HEATER WI WROUGHT IRON WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH X BY YD YARD YR YEAR ZN ZINC 1. REFER TO COMPLETE SET OF ISSUED CONTRACT DOCUMENTS FOR APPLICABLE NOTES, ABBREVIATIONS, AND SYMBOLS. 2. DO NOT SCALE THE DRAWING. IF DIMENSIONS ARE IN QUESTION. OBTAIN CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING. ROOM FINISH TAG XXX XXX XXX XXX CEILING FINISH WALL FINISH WALL BASE FINISH FLOOR FINISH SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:23:41 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtG00-10 GENERAL NOTES AND ABBREVIATIONS 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION SITE MAP NORTH BUILDNG PARKING NORTH PARCEL SOUTH BUILDNG SOUTH PARCEL VICINITY MAP SITE OVERALL SITE MUNICIPAL CODE: 1931 BURLINGAME MUNICIPAL CODE & NOVEMBER 2016 CODE SUPPLEMENT ZONING ORDINANCE: BURLINGAME ZONING ORDINANCE (JAN. 5, 2022)- CITY COUNCIL APPROVED UPDATE BUILDING CODE: 2019 CALIFORNIA BUILDING CODE MECHANICAL: 2019 CALIFORNIA MECHANICL CODE PLUMBING: 2019 CALIFORNIA PLUMBING CODE ELECTRICAL: 2019 CALIFORNIA ELECTRICAL CODE FIRE CODE: 2019 CALIFORNIA FIRE CODE ACCESSIBILITY CODE: 2019 CALIFORNIA BUILDING CODE, CHAPTER 11B AND ADA (ANSI 117.1) ENERGY CODE: 2019 CALIFORNIA ENERGY CODE ENVIRONMENTAL REGULATIONS: 2019 CALIFORNIA GREEN BUILDING STANDARDS CODES/ LAWS: HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FL SAN FRANCISCO, CA 94104 415.515.7506 (TEL) CONTACT: PETER BANZHAF 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 8/9/2022 PW PROJECT #035196.100 PROJECT DESCRIPTION: The Project is a new research and development two-building campus located at the intersection of Bayshore Highway and Malcolm Road in Burlingame, CA. A primary goal for the Project is to create high quality design and functionality to attract leading industry life science tenants to Burlingame and contribute to the City’sestablished business community. The construction of the Project will be new, ground up, 6 and 7-story steel frame buildings with glass and metal curtain wall.The Project’s site is designed to promote pedestrian access with the public realm through a new plaza activating the streetscape between the two occupied buildings. APN: ADDRESS: 026-302-530 1669 BAYSHORE HWY., BURLINGAME, CA 94010 026-302-550 1699 BAYSHORE HWY., BURLINGAME, CA 94010 026-302-180 810 MALCOLM RD., BURLINGAME, CA 94010 026-302-400 821 MALCOLM RD., BURLINGAME, CA 94010 PROPOSED USE: LABORATORY OCCUPANCY CLASSIFICATION: MIXED OCCUPANCY, GROUP B, L, AND A-3 CONSTRUCTION TYPE: TYPE I-A, FULLY SPRINKLERED SITE INFORMATION BUILDING INFORMATION ZONNING DESIGNATION BUILDING AREA3 GARAGE LEVEL NORTH PARCEL SOUTH PARCEL BUILDING SETBACKS FRONT SIDE REAR INNOVATIVE INDUSTRIAL (II)1 197,760 SF (4.5 AC) NORTH BUILDING SOUTH BUILDING 128' TO T.O. PENTHOUSE 143' TO T.O. PENTHOUSE FAR 2.41 REQUIRED4 PROPOSED 16'-6" 24'-9" 76'-10" OLD BAYSHORE HWY OLD BAYSHORE HWY NORTHWEST PARCEL LINE (BORDERING 1755 BAYSHORE HWY) STANTON RD SOUTHWEST PARCEL LINE (BORDERING 820 MALCOLM RD) SOUTHWEST PARCEL LINE (BORDERING 831 MALCOLM RD) VEHICLE PARKING NORTH BUILDING PODIUM SOUTH BUILDING PODIUM PARKING GARAGE SURFACE PARKING REQUIRED1 PROPOSED OFFICE 837 0 ADA STALLS STANDARD STALLS COMPACT STALLS ADA STALLS STANDARD STALLS COMPACT STALLS 0 0 0 ADA STALLS STANDARD STALLS COMPACT STALLS 0 0 E.V. DAY ONE FUTURE E.V. 16 512 146 60 62 ADA E.V.5 ADA STALLS STANDARD STALLS 38 36 2 # OF STALLS 0 NOTE: 1. PER BURLINGAME ZONING ORDINANCE (JAN 5, 2022), 25.40.030. 2. TOTAL PARKING STALLS ARE SHARED AMONG BOTH PARCELS. OWNER LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 N. PENTHOUSE/LEVEL 7 S. PENTHOUSE N/A 30,750 SF 30,590 SF 9,680 SF N/A N/A 37,550 SF 38,740 SF 38,740 SF 38,740 SF 38,740 SF 38,740 SF 38,740 SF 12,420 SF 193,380 SF 282,410 SF TOTAL CAMPUS NOTES: 3 PER BURLINGAME ZONING ORDINANCE (NOV, 2021), 25.30.060, THE FLOOR AREA OF A BUILDING SHALL BE THE SUM OF ALL FLOORS OF A BUILDING OR BUILDINGS, AS MEASURED TO THE OUTSIDE SURFACES OF THE EXTERIOR WALLS OF THE STRUCTURE OR STRUCTURES AND INCLUDING SUCH AREAS AS HALLS, STAIRWAYS, COVERED PORCHES AND BALCONIES, ELEVATOR SHAFTS, SERVICE AND MECHANICAL EQUIPMENT ROOMS AND BASEMENTS, CELLARS, AND IMPROVED SPACE IN ATTIC AREAS. FLOOR AREA SHALL EXCLUDE PARKING GARAGES AND PARKING STRUCTURES FOR COMMERCIAL, INDUSTRIAL, MULTI-UNIT AND MIXED-USE BUILDINGS, EITHER ABOVE GROUND OR UNDERGROUND. BUILDING HEIGHT STORIES 6 STORIES ABOVE GRADE 7 STORIES ABOVE GRADE ZONING INFORMATION NOTES: 1 PER BURLINGAME ZONING ORDINANCE (NOV, 2021)- CITY COUNCIL APPROVED UPDATE. 2 PROPOSED NORTH AND SOUTH PARCEL - REFER TO SHEET G01-02 PARCEL MAP. PROGRAM (GSF) RETAIL (EATING AND DRINKING ESTABLISHMENT) INDUSTRIAL 150,374 6,390 TOTAL CAMPUS REQUIRED 742 231 0 511 TOTAL STALLS2 BICYCLE PARKING REQUIRED3 PROPOSED SHOR-TERM BIKE PARKING LONG-TERM BIKE PARKING 45 52 2 NOTE: 3. PER CALIFORNIA GREEN BUILDING STANDARD CODE 2016, SECTION 5.106.4.1. KING STREET PROPERTIES 800 BOYLSTON STREET SUITE 1570 BOSTON, MA 02199 617.910.5046 (TEL) CONTACT: MICHAEL DIMINICO Perkins&Will 2 BRYANT ST, SUITE 300 SAN FRANCISCO, CA 94105 415.856.3000 (TEL) CONTACT: PETER PFAU ARCHITECTURE SWA GROUP 530 BUSH ST, 6TH FL SAN FRANCISCO, CA 94108 LANDSCAPE BKF ENGINEERS 150 CALIFORNIA ST, SUITE 600 SAN FRANCISCO, CA 94111 CIVIL NABIH YOUSSEF 550 SOUTH HOPE ST, SUITE 1700 LOS ANGELES CALIFORNIA 90071 STRUCTURAL MEYERS+ ENGINEERS 98 BATTERY ST, SUITE 500 SAN FRANCISCO CA 94111 MEP WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING 0 8 1699, 1701 Bayshore Highway, Burlingame, CA 94010 DESIGN DEVELOPMENT N/A 193,380 SF 30,590 SF 30,590 SF 30,590 SF 30,590 SF 30,750 SF 30,590 SF 30,590 SF 30,590 SF 30,590 SF 30,590 SF 9,680 SF N/A 12/17 PLANNING SUBMISSION 12/17 PLANNING SUBMISSION N/A 37,550 SF 38,740 SF 38,740 SF 38,740 SF 38,740 SF 38,740 SF 12,420 SF 38,740 SF 282,410 SF 2.41 12/17 PLANNING SUBMISSION NORTH BUILDING 61,993 88,381 0 6,390 12/17 PLANNING SUBMISSION 12/17 PLANNING SUBMISSION 92,714 132,846 225,560 146,580 6,390 219,870 489 32 220 741 SOUTH BUILDING 10' 10' 16'-6" 16'-1" 77'-10" 0 0 0 0 0 0 0 0 909 17 604 103 72 75 7 38 2 36 947 5/02 PLANNING SUBMISSION REQUIRED4 PROPOSED 11'-0" 29'-0" 10' 10' 10' 10'-8" 22'-8" 10' 5/02 PLANNING SUBMISSION 10' NORTH BUILDING SOUTH BUILDING NORTH PARCEL2 SOUTH PARCEL2 71,370 SF 126,390 SF 2.232.71 TOTAL CAMPUS 475,790 SF TOTAL STREET PARKING CLEAN AIR E.V.36 31 TOTAL CAMPUS TOTAL TOTAL TOTAL N S 136 0 301 95 0 210 11 LOT COVERAGE SOUTH PARCEL AREA 126,388 SF GARAGE AREA 33,544 SF SOUTH BUILDING GROUND FLOOR AREA 37,550 SF LOT COVERAGE 55% NORTH PARCEL AREA 71,372 SF NORTH BUILDING GROUND FLOOR AREA 30,750 SF LOT COVERAGE 43% LANDSCAPE COVERAGE PROPOSED 15% NORTH PARCEL SOUTH PARCEL REQUIRED4 (MIN.) SIDE 14'-10" MALCOLM RD MALCOLM RD 22'-1" PROPOSED PROPOSED PROPOSED PROPOSED 10' 10' 25'-11" 10' 29'-7" 15.2% 15.3% 15.2% LOT COVERAGE5 NORTH PARCEL SOUTH PARCEL 55% 51% 43% 70%REQUIRED4 (MAX.) PROPOSED NOTE: 4. PER BURLINGAME ZONING ORDINANCE (NOV, 2021), 25.12.30 DEVELOPMENT STANDARDS. 5. ALSO SEE LOT COVERAGE DIAGRAM ON THIS PAGE. PROJECT N S 875 ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY AND 810 & 821 MALCOLM MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 PUBLIC PLAZA NORTH PARCEL SOUTH PARCEL PROPOSED TOTAL 12,220 6,470 5,750 STREET TABLE TOP 4,955 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022PLANNING SUBMISISON 8/15/2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD BURLINGAME, CA 94010 O L D B A Y S H O R E H W Y OLD BAYSHORE HWYMALCOLM RDS A N F R A N CIS C O AIR P O R T M A R RIO T T W A T E R F R O N T U NIT E D S T A T E S P O S T A L S E R VIC E M C N E VIN C L E A NIN G S P E CIA LIS T S AIR P O R T V A N R E N T A L C O T C H E T T, PIT R E & M C C A R T H Y, L L P P.L. A N N U Z ZI, IN C. P M C P H A R M A C Y LIB E R T Y E L E C T RICHAMPTON INN & SUITES SAN FRANCISCO-BURLINGAME-AIRPORT SOUTHSTANTON RDLIM O U SIN E S E R VIC E B A Y T R AIL N O R T H P A R C E L S O U T H P A R C E L AIR P O R T C O M MIS SIO N R E P O G R A P HIC S SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:23:47 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtG01 -00 EXISTING CONDITION AND CONTEXT 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:23:50 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtG01 -01 PHOTOS OF NEIGHBORING BUILDINGS 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 2 3 4 5 6 7 3. STANDING AT OLD BAYSHORE HWY LOOKING WEST AT MALCOLM RD NORTH SITE SOUTH SITE 4. STANDING AT OLD BAYSHORE HWY LOOKING WEST AT NORTH SITE AND HAMPTON INN 5. STANDING AT OLD BAYSHORE HWY LOOKING EAST 6. STANDING AT OLD BAYSHORE HWY LOOKING EAST AT MARRIOTT HOTEL 7. STANDING AT OLD BAYSHORE HWY LOOKING EAST 2. STANDING AT OLD BAYSHORE HWY LOOKING SOUTH 9. STANDING AT MALCOLM RD LOOKING NORTH8. STANDING AT MALCOLM RD LOOKING SOUTH 1. STANDING AT STANTON RD LOOKING NORTHWEST AT SOUTH SITE 8 9 1 NORTH MARK ISSUE DATE 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 PLAZA PLAZA OLD BAYSHORE HWY POTENTIAL SHUTTLE STOPNORTH BUILDING SOUTH BUILDING GARAGE BUILDING SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:23:55 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtG01 -03 ILLUSTRATIVE SITE PLAN 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 1" = 20'-0"1 LEVEL 01 - ILLUSTRATIVE SITE PLAN MARK ISSUE DATE 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:23:57 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtG01 -04 SHADOW, SUN, AND WIND STUDY 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com SHADOW STUDY - JANUARY 9 AM 1 PM 5 PM 9 AM 1 PM 5 PM 9 AM 1 PM 5 PM 9 AM 1 PM 5 PM SHADOW STUDY - MARCH SHADOW STUDY - MAY SHADOW STUDY - SEPTEMBER WIND PATHS SUN PATH DIAGRAMMALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AYMALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AYMALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AY MALCOLM ROADBAYSH O RE HIG H W AY ARCHITECTS ANALYSIS OF SUN AND WIND: THE DIAGRAMS ABOVE ARE PROVIDED TO PROVE THAT OUR EXTERIOR TERRACES FOCUSED ON MALCOLM ROAD WILL BE PROTECTED FROM THE PREVAILING WINDS BY THE BUILDING AND LANDSCAPE DEVELOPMENT. THE SHADOWS WILL HAVE A VARIETY OF CONDITIONS THROUGHOUT THE DAY, ALLOWING USERS TO MOVE THEMSELVES INTO SHADE OR SUN FOR COMFORT DEPENING ON THE TEMPERATURE OF THE DAY. THIS SHOULD ALLOW IT TO REMAIN ACTIVE IN AT ALL TIMES, NO MATTER THE SEASON. MARK ISSUE DATE 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 DN 2 1 3 4 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:24:01 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtG20 -01 RENDERINGS 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 1. WEST AERIAL 2. STANTON RD -OLD BAYSHORE HWY INTERSECTION 3. MALCOLM RD -PLAZA 4. MALCOLM RD -OLD BAYSHORE HWY INTERSECTION MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 DN 1 2 3 4 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:24:07 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtG20 -02 GARAGE RENDERINGS 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 1.PALAZA VIEW 2. MALCOLM RD VIEW 3.GARAGE ENTRANCE 4. GARAGE LANDSCAPE GLASS SEMI-ENCLOSURE METAL PANEL -BENT FOR RIGIDITY COLORFUL STAIR ACCENT BRIDGING OVER BIORETENTION GARAGE FACADE REFERENCES MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 UP UP FECFECUPMalcolm RdOld Bayshore Hwy ADAADAVANUP UP UP Malcolm RdOld Bayshore Hwy ADAADAVANUPFECUPFECFEC FECFECDN DN 5 A20 - 02 3 A20 - 02 2 A20 - 02 6 A20 - 02 4 A20 - 02 2 A20 - 01 1 A20 - 02 TRASH AREA TRASH AREA BULK TANK STORAGE INTERRUPTER SWITCH INTERRUPTER SWITCH BULK TANK STORAGE O L D B A Y S H O R E H W Y OLD BAYSHORE HWY STANTON RDMALCOLM RDABOVE GROUND ENCLOSURE ABOVE GROUND ENCLOSURE O L D B A Y S H O R E H W Y STANTON RDMALCOLM RD1 A20 - 01 26' - 5"14' - 0"29' - 10"25' - 0"15' - 0"31' - 1"30' - 8"10' - 8"24' - 5" 14' - 7" 20' - 6"10' - 0"11' - 11" 29' - 7"16' - 6"23' - 0"18' - 7"22' - 8"27' - 1" 25' - 11" 53' - 0"77' - 10"52' - 4" 16' - 1" 16' - 1"32' - 1"6' - 0"13' - 0" 14' - 4"28' - 0" 35' - 3" 29' PROPOSED SHARED EASEMENT. SEE CIVIL DOCUMENTS PRIMARY PEDESTRIAN ENTRANCE VEHICULAR CIRCULATION PROPERTY LINE PARKING GARAGE ACCESS 1" = 20'-0"1 OVERALL SITE PLAN SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:20:19 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA01 -00 SITE PLAN 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com NORTH MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 UP UP FECFECUP UP UP UP Malcolm RdStanton RdOld Bayshore Hwy ADAADAVANUPFECUPUPFECFEC FECFECDN DN STORAGEAV n3 n3 n2 n2 n1 n1 s1 s1 sF sF sG sG sH sH sI sI s4 s6 s5 s2 s2 nF nF nG nE nE nD nD nC nCnA n6 n6 n5 n5 n4 n4 sL sJ sJ s3 nB sA.2 sL.2 nA.2 nG.2 LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"44' - 0"24' - 9"44' - 0"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"44' - 0"34' - 5"44' - 0"44' - 0"34' - 1"EXIT PASSAGEWAY ABOVE WITHIN CEILING44' - 0"35' - 9"44' - 0"TRASH AREATRASH AREA BULK TANK STORAGE INTERRUPTER SWITCH VEHICULAR LOAD IN/ OUT Legend AMENITY - PUBLIC TENANT CIRCULATION CORE SUPPORT OLD BAYSHORE HWY STANTON RDMALCOLM RDINTERRUPTER SWITCH BULK TANK STORAGE VEHICULAR LOAD IN/ OUT sB sB sC sC sD sD sA sE sE TURNSTILES BICYCLE PARKING PLAZA PLAZA 1814 SF LOBBY 1041 SF BOARDROOM 244 SF FCC 328 SFTELCOM POE519 SF FIRE PUMP ROOM, DOMESTIC WATER PUMP ROOM/WATER HEATERS 452 SF TENANT FUTURE 272 SFTENANT FUTRE777 SF MAIN ELECTRICAL ROOM 265 SF DOCK OFFICE 500 SF EMERGENCY ELECTRICAL ROOM 276 SF STORAGE 323 SF ELEVATOR LOBBY STAIR A 12016 SF TENANT 755 SF METER AND DIST ROOM 1289 SF SUBSTATION ROOM 573 SF FIRE WATER TANK 686 SF FIRE PUMP ROOM, DOMESTIC WATER PUMP ROOM/WATER HEATERS 2567 SF LOADING DOCK/DUMPSTER 346 SF CHEM STORAGE 321 SF CHEM WASTE 257 SFTELCO MPOEABOVE GROUND ENCLOSURE PARKING GARAGE REFER TO GARAGE PLANS 6' - 0" 5' - 9" 13' - 0" 13' - 0" 178' - 4" 5' - 6" 388 SF CHEM. STORAGE 520 SF CHEM. WASTE sA.3 sA.3 s1.1s1.1 174 SF ELEC 56 SF IDF 154 SF STO 86 SF STORAGE 132 SF DOCK OFFICE/MANAGEMENT 7901 SF TENANT 587 SF CORRIDOR1838 SF LOADING DOCK STAIR B 185 SF STORAGE 1178 SF RESTROOMS 7404 SF TENANT 2764 SF LOBBY 980 SFELEVATORLOBBY173 SFFREIGHT LOBBY155 SF STORAGE 265 SF STAIR A 255 SF STAIR B 53 SF STORAGE 74 SF STORAGE 176 SF ELEC 44 SF IDF 58 SF STORAGE 537 SF TENANT FUTURE336 SF FCC 3995 SF FOOD AND BEVERAGE 2336 SF CONFERENCE ROOM 566 SF RESTROOMS 60 SF JAN 297 SF WOMENS RESTROOMS & SHOWERS 290 SF MENS RESTROOMS & SHOWERS13' - 0"176 SFF&B STORAGE555 SF EMERGENCY ELECTRIC205' - 9"75 SF IDF A02-01 1 A02-01 2 A02-01 3 41 SF JAN CL 564 SF FIRE WATER TANK 13' - 0" A02-02 1 A02-02 4 A02-02 2 A02-02 3 1" = 20'-0"1 LEVEL 01 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:20:27 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA10-01 LEVEL 01 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com NORTH MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 UP UP UP UP UP UP Malcolm RdStanton RdOld Bayshore Hwy ADAADAVANUPFECUPFECFEC FECFECDN DN STORAGEAV LINE OF BUILDING ABOVE LINE OF BUILDING ABOVE Legend AMENITY - PUBLIC TENANT CIRCULATION CORE SUPPORT OLD BAYSHORE HWY STANTON RDMALCOLM RDBICYCLE PARKING 1041 SF BOARDROOM 12016 SF TENANT PARKING GARAGE REFER TO GARAGE PLANS 6' - 0" 5' - 9" 13' - 0" 13' - 0" 5' - 6" 7901 SF TENANT 7404 SF TENANT 3995 SF FOOD AND BEVERAGE 2336 SF CONFERENCE ROOM176 SFF&B STORAGESHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:20:31 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA10-01.1 LEVEL 01 - COMMUNITY BENEFITS 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com NORTH 1" = 20'-0"1 LEVEL 01 - COMMUNITY BENEFITS MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022MURAL LOCATION 3,344 sf 934 sf 2,220 sf 417 sf 4,615 sf 722 sf 4,955 sf MURAL LOCATION SCULPTURE LOCATION ILLUMINATION PROTECTED BAY TRAIL ACCESS CROSSING FECFEC FECFEC UP UP UP UPFECFECFECFEC FECFECFECFECFECFEC FEC FECFECFEC FEC FEC n3 n3 n2 n2 n1 n1 s1 s1 sF sF sG sG sH sH sI sI s4 s6 s5 s2 s2 nF nF nG nE nE nD nD nC nCnA n6 n6 n5 n5 n4 n4 sL sJ sJ s3 nB sA.1 sL.1 nA.1 nG.1 PARKING GARAGE REFER TO GARAGE PLANS 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0" 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"14' - 11"3' - 2"2' - 8"44' - 0"24' - 9"44' - 0"3' - 2"16' - 11"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"2' - 11"2' - 8"44' - 0"34' - 5"44' - 0"44' - 0"34' - 1"44' - 0"35' - 9"44' - 0"sB sB sC sC sD sD sA sE sE 33295 SF TENANT 26004 SF TENANT STAIR A 146 SF ELEC 40 SF IDF 52 SF JAN STAIR B 261 SFRESTROOMS261 SFRESTROOMS183 SF ELEC 52 SF IDF 76 SF MOTHERS STAIR C 267 SFELEV LOBBY24' - 6"33' - 0"33' - 0"33' - 0" 53 SF STORAGE 248 SF ELEC 114 SF STOR 101 SF IDF 31 SF JAN 169 SFFREIGHT LOBBY359 SF ELEV LOBBY STAIR ASTAIR B70 SF MOTHERS ROOM 227 SFRESTROOMSLegend TENANT CIRCULATION CORE316 SFRESTROOMS177' - 0"86' - 5"13' - 6"39' - 11" 2' - 6" 176' - 0"2' - 9"26' - 11"75' - 3"223 SFRESTROOMS249 SFELEV LOBBY145 SFCORRIDOR157 SFCORRIDOR142 SF CORRIDOR 1" = 20'-0"1 LEVEL 02 - 06 - TYPICAL FLOOR PLAN SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:20:36 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA10-02 LEVEL 02-06 - TYPICAL FLOOR 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 Receiving Cold Storage EQ Zone EQ Zone EQ Zone Specialty Lab Lab Mechanical Cold Storage AutoclaveLab Mechanical Specialty Lab Specialty Lab Specialty Lab Specialty Lab Specialty Lab Tenant 1 37,290 SF Office = 41% Lab = 59% Office Workstations Conference (4-6pp) Conference (8+pp) 7 146 5 3 ELF (Open Lab) Lab Sinks Fume Hoods % of Lab Support 1820' 14 8 22% EQ Zone EQ Zone Tenant 1 29,240 SF Office = 40% Lab = 60% Office Workstations Conference (4-6pp) Conference (8+pp) ELF (Open Lab) Lab Sinks Fume Hoods % of Lab Support 4 78 6 1 1284' 11 6 23% Specialty Lab Specialty Lab Specialty Lab Specialty Lab Autoclave Cold Storage Receiving Lab Mechanical Specialty Lab Specialty Lab SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER 7/23/2022 10:54:11 PMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar - Lab Test Fit.rvtA10-01 TYPICAL FLOOR - TEST FITS - 1 TENANTS 035196.100 © 2021 Perkins and WillTEST FITS 7/6/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com NORTH MARK ISSUE DATE 1 ISSUED FOR SCHEMATIC DESIGN 01.11.2022 ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ISSUE FOR 50% CD / GMP 8/9/2022800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 FECFEC E PF DN UP FEC FECFEC FEC FEC FECFECn3 n3 n2 n2 n1 n1 s1 s1 sF sF sG sG sH sH sI sI s4 s4 s6 s6 s5 s5 s2 s2 nF nF nG nG nE nE nD nD nC nC nA nA n6 n6 n5 n5 n4 n4 sL sL sJ sJ s3 s3 nB nB sA.1 sA.1 sL.1 sL.1 nA.1 nA.1 nG.1 nG.1 s4.5 s4.5 sB sB sC sC sD sD sA sA sE sE STAIR C STAIR B STAIR A 261 SF RESTROOM 76 SF MOTHERS 183 SF ELEC 52 SF IDF 146 SF ELEC 40 SF IDF 52 SF JAN 316 SF RESTROOM 635 SF TENANT EQUIPMENT 2015 SF CHILLER ROOM STAIR A 169 SF FREIGHT 1450 SF AHU ROOM STAIR B 1401 SF COORIDOR 134 SF SERVICE ELEVATOR MACHINE ROOM 253 SF ELEV. LOBBY 298 SF ELEC 39 SF JAN 145 SF CORRIDOR 55 SF CORRIDOR 267 SF ELEV LOBBY 53 SF STORAGE 33293 SF TENANT Legend TENANT CIRCULATION CORE SUPPORT ROOF TERRACE PLANTED AREA 225 SF WOMENS RESTROOM 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0" 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"14' - 11"3' - 2"2' - 8"44' - 0"24' - 9"44' - 0"16' - 11"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"44' - 0"34' - 5"44' - 0"44' - 0"34' - 1"2' - 8"44' - 0"35' - 9"44' - 0"24' - 6"33' - 0"33' - 0"33' - 0" 151' - 2"14' - 1"176' - 0"2' - 9"26' - 11"75' - 3"2' - 8"221 SF MENS RESTROOM 3499 SF NORTH ROOF TERRACE 104 SF PASS ELEV. MACHINE ROOM 249 SF ELEV LOBBY 157 SF CORRIDOR SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:20:52 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA10-07 LEVEL 7 SOUTH AND PENTHOUSE NORTH 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 1" = 20'-0"1 LEVEL 07 - PENTHOUSE NORTH BUILDING MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 FEC FEC UP UP UP E EEEEE EEEEE E E E E E E SDSDSDPF DN UP DNFECFEC FECFEC FECFEC FECFECFECn3 n3 n2 n2 n1 n1 s1 s1 sF sF sG sG sH sH sI sI s4 s6 s5 s2 s2 nF nF nG nE nE nD nD nC nCnA n6 n6 n5 n5 n4 n4 sL sJ sJ s3 nB sA.1 sL.1 nA.1 nG.1 s4.5 s4.5 ROOF/CATWALK ACCESS STAIR PENTHOUSE LOUVERS ROOF BELOW 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0" 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"44' - 0"24' - 9"44' - 0"16' - 11"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"44' - 0"34' - 5"44' - 0"44' - 0"34' - 1"44' - 0"35' - 9"44' - 0"sB sB sC sC sD sD sA sE sE PARKING GARAGE REFER TO GARAGE PLANS STAIR B AHU ROOMELEVATORMACHINE ROOMROOF BELOW ELEC ROOM1738 SF TENANT STO Legend TENANT CORE SUPPORT ROOF TERRACE PLANTED AREAELEVATORLOBBYSTO STOVESTIBULE 4500 SF FUTURE ROOF TERRACE 869 SF TENANT EQUIPMENT SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:21:07 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA10-08 PENTHOUSE SOUTH 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 1" = 20'-0"1 LEVEL 09 - PENTHOUSE SOUTH BUILDING NORTH MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 FECFEC UP UP E EEEEE EEEEE E E E E E E SDSDSDPF UP DN FEC FEC FECFECFEC FEC FEC FECFECn3 n3 n2 n2 n1 n1 s1 s1 sF sF sG sG sH sH sI sI s4 s6 s5 s2 s2 nF nF nG nE nE nD nD nC nCnA n6 n6 n5 n5 n4 n4 sL sJ sJ s3 nB sA.1 sL.1 nA.1 nG.1 s4.5 s4.5 SOUTH BUILDING PENTHOUSE ROOF NORTH BUILDING PENTHOUSE ROOF NORTH BUILDING ROOF SOUTH BUILDING ROOF 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0" 33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"44' - 0"24' - 9"44' - 0"16' - 11"33' - 0"33' - 0"33' - 0"33' - 0"22' - 0"44' - 0"34' - 5"44' - 0"44' - 0"34' - 1"44' - 0"35' - 9"44' - 0"sB sB sC sC sD sD sA sE sE EXTERIOR PARAPET MEETS 42" MIN. PERIMETER WINDOW WASHING MAINTENANCE PATH ROOF DRAIN, TYP.10' - 0"EXTERIOR PARAPET MEETS 42" MIN. PERIMETER WINDOW WASHING ROOF RIGGING CLEARANCE ROOF DRAIN, TYP. WINDOW WASHING DAVITS ALONG ROOF PERIMETER. SEE STRUCTURAL AND FACADE MAINTENANCE. MEMBRANE ROOF MEMBRANE ROOF MEMBRANE ROOF MEMBRANE ROOF MECHANICAL ROOF SCREEN MECHANICAL ROOF SCREEN MECHANICAL ROOF SCREEN MECHANICAL ROOF SCREEN 10' - 0"WINDOW WASHING DAVITS ALONG ROOF PERIMETER. SEE STRUCTURAL AND FACADE MAINTENANCE.1/8" / 12"1 / 8 " / 1 2 "1/8" / 12"1/8" / 12"1 /8 " / 1 2 "1/8" / 12" 1/8" / 1 2" 1/8" / 1 2" 1/8" / 12"1/8" / 12"1/8" / 12"1 / 8 " / 1 2 "1/8" / 12"1/8" / 12"1/8" / 12"1/8" / 12"1" = 20'-0"3 PENTHOUSE ROOF PLAN NORTH SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:21:12 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA10-09 PENTHOUSE ROOF PLAN 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 LEVEL 01 13' -0" LEVEL 02 33' -0" LEVEL 03 48' -0" LEVEL 04 63' -0" LEVEL 05 78' -0" LEVEL 06 93' -0" LEVEL 07/RN 108' -0" T.O. PENTHOUSE S 143' -0" LEVEL RS 123' -0" T.O. PENTHOUSE N 128' -0" PLAZA LEVEL 6' -0" NAVD88 FEMA:10'-0" AVERAGE T.O. CURB N.: 7'-6"(-1'-6") (+5'-6") (+25'-6") (+40'-6") (+55'-6") (+70'-6") (+85'-6") (+100'-6") (+115'-6") (+120'-6") (+135'-6") 2 1 LEVEL 01 13' -0" LEVEL 02 33' -0" LEVEL 03 48' -0" LEVEL 04 63' -0" LEVEL 05 78' -0" LEVEL 06 93' -0" LEVEL 07/RN 108' -0" T.O. PENTHOUSE S 143' -0" LEVEL RS 123' -0" T.O. PENTHOUSE N 128' -0" PLAZA LEVEL 6' -0" AVERAGE T.O. CURB N.: 7'-6" NAVD88 FEMA COMPLIANCE:11'-0" (-1'-6") (+5'-6") (+25'-6") (+40'-6") (+55'-6") (+70'-6") (+85'-6") (+100'-6") (+115'-6") (+120'-6") (+135'-6") SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:22:07 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA20 -01 ELEVATIONS 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 1" = 20'-0"2 SOUTHWEST ELEVATION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com NORTH 1" = 20'-0"1 NORTHEAST ELEVATION MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 DN LEVEL 01 13' -0" LEVEL 02 33' -0" LEVEL 03 48' -0" LEVEL 04 63' -0" LEVEL 05 78' -0" LEVEL 06 93' -0" LEVEL 07/RN 108' -0" T.O. PENTHOUSE N 128' -0" PLAZA LEVEL 6' -0" NAVD88 FEMA COMPLIANCE:10'-0" AVERAGE T.O. CURB N.: 7'-6" (-1'-6") (+5'-6") (+25'-6") (+40'-6") (+55'-6") (+70'-6") (+85'-6") (+100'-6") (+120'-6") LEVEL 01 13' -0" LEVEL 02 33' -0" LEVEL 03 48' -0" LEVEL 04 63' -0" LEVEL 05 78' -0" LEVEL 06 93' -0" LEVEL 07/RN 108' -0" T.O. PENTHOUSE S 143' -0" LEVEL RS 123' -0" PLAZA LEVEL 6' -0" NAVD88 FEMA COMPLIANCE:10'-0" LEVEL P2 19' - 11" LEVEL P3 LEVEL P4 LEVEL P5 LEVEL P6 LEVEL P7 LEVEL P8 LEVEL P1 5' - 4" LEVEL P9 30' - 5" 40' - 11" 51' - 5" 61' - 11" 72' - 5" 82' - 11" 93' - 5" (+12'-5") (-2'-2") (+22'-11") (+33'-5") (+43'-11") (+54'-5") (+64'-11") (+75'-5") (+85'-11") ROOF 110' - 5" (+102'-11") AVERAGE T.O. CURB N.: 7'-6" (-1'-6") (+5'-6") (+25'-6") (+40'-6") (+55'-6") (+70'-6") (+85'-6") (+100'-6") (+115'-6") (+135'-6") LEVEL 01 13' -0" LEVEL 02 33' -0" LEVEL 03 48' -0" LEVEL 04 63' -0" LEVEL 05 78' -0" LEVEL 06 93' -0" LEVEL 07/RN 108' -0" T.O. PENTHOUSE S 143' -0" LEVEL RS 123' -0" PLAZA LEVEL 6' -0" NAVD88 FEMA COMPLIANCE:10'-0"LEVEL P2 19' - 11" LEVEL P3 LEVEL P4 LEVEL P5 LEVEL P6 LEVEL P7 LEVEL P8 LEVEL P1 5' - 4" LEVEL P9 30' - 5" 40' - 11" 51' - 5" 61' - 11" 72' - 5" 82' - 11" 93' - 5" MURALCABLE RAIL BEHIND METAL PANELS CONCRETE STEM WALL AT LEVEL P1 TO BLOCK HEADLIGHTS AVERAGE T.O. CURB N.: 7'-6" (-1'-6") (+5'-6") (+25'-6") (+40'-6") (+55'-6") (+70'-6") (+85'-6") (+100'-6") (+115'-6") (+135'-6") (+12'-5") (-2'-2") (+22'-11") (+33'-5") (+43'-11") (+54'-5") (+64'-11") (+75'-5") (+85'-11") ROOF 110' - 5" (+102'-11") AVERAGE T.O. CURB N.: 7'-6" LEVEL 01 13' -0" LEVEL 02 33' -0" LEVEL 03 48' -0" LEVEL 04 63' -0" LEVEL 05 78' -0" LEVEL 06 93' -0" LEVEL 07/RN 108' -0" T.O. PENTHOUSE N 128' -0" PLAZA LEVEL 6' -0" NAVD88 FEMA COMPLIANCE:10'-0" AVERAGE T.O. CURB N.: 7'-6" (-1'-6") (+5'-6") (+25'-6") (+40'-6") (+55'-6") (+70'-6") (+85'-6") (+100'-6") (+120'-6") 6 3 25 1 4 LEVEL P2 19' - 11" LEVEL P3 LEVEL P4 LEVEL P5 LEVEL P6 LEVEL P7 LEVEL P8 LEVEL P1 5' - 4" LEVEL P9 30' - 5" 40' - 11" 51' - 5" 61' - 11" 72' - 5" 82' - 11" 93' - 5" MURAL CAST-IN PLACE CONCRETE INTEGRAL COLOR, CUSTOM FORM LINER CONCRETE STEM WALL BEHIND METAL TO BLOCK HEADLIGHTS BENT METAL PANELS, PERFORATED (+12'-5") (-2'-2") (+22'-11") (+33'-5") (+43'-11") (+54'-5") (+64'-11") (+75'-5") (+85'-11") ROOF 110' - 5" (+102'-11") LEVEL P2 19' - 11" LEVEL P3 LEVEL P4 LEVEL P5 LEVEL P6 LEVEL P7 LEVEL P8 LEVEL P1 5' - 4" LEVEL P9 30' - 5" 40' - 11" 51' - 5" 61' - 11" 72' - 5" 82' - 11" 93' - 5" (+12'-5") (-2'-2") (+22'-11") (+33'-5") (+43'-11") (+54'-5") (+64'-11") (+75'-5") (+85'-11") ROOF 110' - 5" (+102'-11") SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:23:36 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA20 -02 ELEVATIONS 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 1" = 20'-0"5 NORTH ELEVATION - NORTH BUILDING 1" = 20'-0"3 SOUTH ELEVATION - SOUTH BUILDING AND GARAGE 1" = 20'-0"6 NORTH ELEVATION - SOUTH BUILDING AND GARAGE 1" = 20'-0"2 SOUTH ELEVATION - NORTH BUILDING 1" = 20'-0"4 EAST ELEVATION - GARAGE BUILDING 1" = 20'-0"1 WEST ELEVATION - GARAGE BUILDING NORTH MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 5' - 6"9' - 6"5' - 6"9' - 6"5' - 6"9' - 6"5' - 6 1/2"9' - 5 1/2"5' - 6"5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 33' - 0"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"5' - 0"10' - 0"5' - 0"10' - 0"5' - 0"10' - 0"5' - 0"10' - 0"1' - 6"1' - 6"1' - 6"1' - 6"7 2 4 5 1 66' - 6"8' - 6"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 33' - 0"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"8' - 6"6' - 6"5' - 0"10' - 0"5' - 0"10' - 0"5' - 0"10' - 0"5' - 0"10' - 0"5' - 0"1' - 6"1' - 6"1' - 6"1' - 6"SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER ADDRESS OF RECORD: 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM 8/15/2022 11:23:39 AMAutodesk Docs://Project Nomar-Burlingame/ARCH_KSP-Helios-Project Nomar.rvtA20 -03 ELEVATIONS REFERENCES 035196.100 © 2021 Perkins and WillISSUE FOR 50% CD / GMP 8/9/2022NABIH YOUSSEF BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 550 SOUTH HOPE STREET, SUITE 1700 LOS ANGELES CALIFORNIA 90071 MEYERS+ ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO CA 94111 SWA GROUP 530 BUSH STREET,6TH FLOOR SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 PARKING STRUCTURE ACCO ENGINEERED SYSTEMS 1133 ALADDIN AVENUE SAN LEANDRO, CA 94577 DESIGN BUILD -MECHANICAL KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 KING STREET PROPERTIES HELIOS REAL ESTATE PARTNERS 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO,CA 94104 1699 & 1701 Bayshore Highway MARELICH MECHANICAL 24041 AMADOR STREET HAYWARD, CA 94544 DESIGN BUILD -PLUMBING TAYLOR ENGINEERS 1080 MARINA VILLAGE PARKWAY SUITE 501 ALAMEDA, CA 94501 DESIGN BUILD -PLUMBING PRIME ELECTRIC 1941 RINGWOOD AVE SAN JOSE, CA 95131 DESIGN BUILD -ELECTRICAL BFP FIRE PROTECTION, INC. 17 JANIS WAY SCOTTS VALLEY, CA 95066 DESIGN BUILD -FIRE PROTECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com 1/8" = 1'-0"2 CURTAIN WALL DETAIL RENDERING 3/16" = 1'-0"3 PRECAST & WINDOW WALL SYSTEM ELEVATION AND SECTION 1/8" = 1'-0"1 PRECAST & WINDOW WALL DETAIL RENDERING 1. UNITIZED 2-SIDED SSG CURTAINWALL SYSTEM WITH VERTICAL CAPTURE. STACK JOINTS WITHIN 18" OF SLAB EDGES, AS LOCATED ON ELEVATIONS 2. DUAL GLAZED IGU WITH 6% BIRD SAFE LINE FRIT -PERFORMANCE CRITERIA TBD -ENHANCED ACOUSTICAL PERFORMANCE ANTICIPATED 3. EXTENDED VERTICAL MULLION CAP 4. SPANDREL GLASS. PROVIDE VISION GLASS SPANDREL WITH SHADOWBOX ALTERNATE. 5. METAL PANEL REVEAL 6. SOLID SPANDREL INFILL PANELS WITH INTEGRAL COLOR. MIXTURE OF SMOOTH FINISH AND 1-2 PROFILED TEXTURES IN 5.5' MODULES 1. FULLY CAPTURED RIBBON WINDOW WALL 2. DUAL GLAZED IGU WITH 6% BIRD SAFE LINE FRIT -PERFORMANCE CRITERIA TBD -ENHANCED ACOUSTICAL PERFORMANCE ANTICIPATED 4. SOLID SPANDREL INFILL PANELS WITH MIXTURE OF SMOOTH AND CUSTOM PROFILED TEXTURE AS NOTED ON ELEVATIONS 5. METAL PANEL REVEAL 6. SOLID SPANDREL INFILL PANELS WITH INTEGRAL COLOR. MIXTURE OF SMOOTH FINISH AND 1-2 PROFILED TEXTURES IN 5.5' MODULES 7. PERFEROATED METAL MECHANICAL PENTHOUSE SCREEN. NON-REFLECTIVE FINISH, COLOR BY ARCH 1 2 3 4 6 5 3/16" = 1'-0"4 KC-CURTAIN WALL SYSTEM ELEVATION AND SECTION MARK ISSUE DATE 1 ISSUED FOR 50% CD - GMP 08.09.2022 1669 & 1699 BAYSHORE HIGHWAY 810 & 821 MALCOLM ROAD PLANNING BOARD SUBMISSION REVISION 08/15/2022 ARBUTUS 'MARINA'/MARINA STRAWBERRY TREEPS . FIRE ACCESS ROUTES WILL BE CONSTRUCTED WITH ALL-WEATHER PAVEMENT THAT CAN SUPPORT 65,000 LBSSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATE 1" = 20'-0"1LANDSCAPE SITE PLANL02-01LANDSCAPE PLANNORTHF5TRASH RECEPTACLE(per city requirement)F5F5F5F5F5 SHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATEL02-02LANDSCAPEENLARGEMENT© 2021 Perkins and Will SHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATEL03-01LANDSCAPE VIEWS2AERIAL VIEW LOOKING FROM OLD BAYSHORE DOWN MALCOLM1AERIAL VIEW LOOKING DOWN MALCOLM TOWARDS OLD BAYSHORE4GROUND LEVEL VIEW AT NORTH PLAZA3 VIEW FROM OLD BAYSHORE NA2PRECEDENTSNA1MATERIALS AND LANDSCAPE ELEMENTSUNIT CONCRETE PAVERCONCRETE STAIRSCONCRETE SEAT WALLOUTDOOR FURNITUREGREEN FENCELIGHTING POLE STYLE 1LIGHTING POLE STYLE 2(TWO ARMS)TREE GRATEBIKE RACKSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATEL04-01 MATERIALS/ PRECEDENTS UPUPUPUPUPUPUPUPG&G POSDISPLAYTRASHAREATRASHAREABULKTANKSTORAGEINTERRUPTERSWITCHINTERRUPTERSWITCHBULKTANKSTORAGEOLD BAYSHORE HWYOLD BAYSHORE HWYSTANTON RD MALCOLM RD ABOVE GROUNDENCLOSUREOLD BAYSHORE HWYOLD BAYSHORE HWYMALCOLM RD STORAGEEMERGENCY ELECTRICAL ROOMSTAIR CSTAIR ACORRIDORFIRE WATER TANKFIRE PUMP ROOM, DOMESTICWATER PUMP ROOM/WATERHEATERSLOADING DOCK/DUMPSTERSUBSTATION ROOMTELCOM POETENANT FUTREFIRE PUMP ROOM, DOMESTICWATER PUMP ROOM/WATERHEATERSBOARDROOMSTOELECIDFSTORAGEMETER AND DIST ROOMTELCO MPOEFREIGHT LOBBYTENANT FUTURECHEM STORAGECHEM WASTE11258 SFTENANTFCCFCCMAIN ELECTRICAL ROOMSTAIR BSTAIR ALOBBYDOCK OFFICEELEVATOR LOBBY7911 SFTENANTIDFSTORAGECHEM. WASTECHEM. STORAGESTOTENANT FUTURETENANT FUTUREDOCK OFFICE/MANAGEMENTSTO54 BIKESUPUPMalcolm Rd Stanton Rd Old Bayshore HwySHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATE 1" = 20'-0"1LANDSCAPE SITE PLANL05-01IRRIGATION PLANNORTH UPUPUPUPUPUPUPUPG&G POSDISPLAYTRASHAREATRASHAREABULKTANKSTORAGEINTERRUPTERSWITCHINTERRUPTERSWITCHBULKTANKSTORAGEOLD BAYSHORE HWYSTANTON RD MALCOLM RD ABOVE GROUNDENCLOSUREOLD BAYSHORE HWYMALCOLM RD STORAGEEMERGENCY ELECTRICAL ROOMSTAIR CSTAIR ACORRIDORFIRE WATER TANKFIRE PUMP ROOM, DOMESTICWATER PUMP ROOM/WATERHEATERSLOADING DOCK/DUMPSTERSUBSTATION ROOMTELCOM POETENANT FUTREFIRE PUMP ROOM, DOMESTICWATER PUMP ROOM/WATERHEATERSBOARDROOMSTOELECIDFSTORAGEMETER AND DIST ROOMTELCO MPOEFREIGHT LOBBYTENANT FUTURECHEM STORAGECHEM WASTE11258 SFTENANTFCCFCCMAIN ELECTRICAL ROOMSTAIR BSTAIR ALOBBYDOCK OFFICEELEVATOR LOBBY7911 SFTENANTIDFSTORAGECHEM. WASTECHEM. STORAGESTOTENANT FUTURETENANT FUTUREDOCK OFFICE/MANAGEMENTSTO54 BIKESUPUP 1" = 20'-0"1LANDSCAPE COVERAGEL06-01LANDSCAPE COVERAGENORTHSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATE UPUPUPTRASHAREABULKTANKSTORAGEMALCOLM RDMALCOLM RD STORAGEEMERGENCY ELECTRICAL ROOMTELCOM POETENANT FUTREFIRE PUMP ROOM, DOMESTICWATER PUMP ROOM/WATERHEATERSBOARDROOMTENANT FUTUREFCCSTAIR ALOBBYDOCK OFFICEELEVATOR LOBBYIDFSTORAGECHEM. WASTECHEM. STORAGESTOSTO54 BIKESUP 1" = 10'-0"1PARKING LOT SHADOW AND LANDSCAPE COVERAGEL07-01PARKING LOT SHADOWAND LANDSCAPECOVERAGENORTHSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATE UPUPUPUPUPUPUPUPG&G POSDISPLAYn3n3n2n2n1n1s1s1sFsFsGsGsHsHsIsIs4s4s6s6s5s5s2s2nFnFnGnGnEnEnDnDnCnCnAnAn6n6n5n5n4n4sLsLsJsJs3s3nBnBsA.2sA.2sL.2sL.2nA.2nA.2nG.2nG.2sBsBsCsCsDsDsAsAsEsETRASHAREATRASHAREABULKTANKSTORAGEINTERRUPTERSWITCHINTERRUPTERSWITCHBULKTANKSTORAGEOLD BAYSHORE HWYSTANTON RD MALCOLM RD ABOVE GROUNDENCLOSUREOLD BAYSHORE HWYMALCOLM RD sA.3sA.3s1.1s1.1STORAGEEMERGENCY ELECTRICAL ROOMSTAIR CSTAIR ACORRIDORFIRE WATER TANKFIRE PUMP ROOM, DOMESTICWATER PUMP ROOM/WATERHEATERSLOADING DOCK/DUMPSTERSUBSTATION ROOMTELCOM POETENANT FUTREFIRE PUMP ROOM, DOMESTICWATER PUMP ROOM/WATERHEATERSBOARDROOMSTOELECIDFSTORAGEMETER AND DIST ROOMTELCO MPOEFREIGHT LOBBYTENANT FUTURECHEM STORAGECHEM WASTE11258 SFTENANTFCCFCCMAIN ELECTRICAL ROOMSTAIR BSTAIR ALOBBYDOCK OFFICEELEVATOR LOBBY7911 SFTENANTIDFSTORAGECHEM. WASTECHEM. STORAGESTOTENANT FUTURETENANT FUTUREDOCK OFFICE/MANAGEMENTSTO54 BIKESUPUPMalcolm Rd Stanton Rd Old Bayshore HwyL08-01STREET PARKING SPACESDIAGRAMNORTHSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER035196.100© 2021 Perkins and WillNABIHYOUSSEFBKFENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWAGROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGNINC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110PARKING STRUCTUREACCO ENGINEEREDSYSTEMS1133 ALADDIN AVENUESAN LEANDRO, CA 94577DESIGN BUILD - MECHANICALKING STREETPROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 941041699 & 1701 BayshoreHighwayMARELICHMECHANICAL24041 AMADOR STREETHAYWARD, CA 94544DESIGN BUILD - PLUMBINGTAYLORENGINEERS1080 MARINA VILLAGE PARKWAY SUITE 501ALAMEDA, CA 94501DESIGN BUILD - PLUMBINGPRIMEELECTRIC1941 RINGWOOD AVESAN JOSE, CA 95131DESIGN BUILD - ELECTRICALBFP FIRE PROTECTION,INC.17 JANIS WAYSCOTTS VALLEY, CA 95066DESIGN BUILD - FIRE PROTECTION2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARKISSUEDATE 1" = 30'-0"1EXISTING STREET PARKING PLAN 1" = 30'-0"2PROPOSED STREET PARKING PLAN DN DN UP DN UP RAMPDNRAMPDNRAMPUPRAMP DN UP UP RAMPUPDN UP DN UP RAMPDNRAMPDNRAMPUPDN DN RAMPDNRAMPDNCODE DATA GOVERNING CODES: A. 2019 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 2. B. 2019 CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 3. C. 2019 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 4. D. 2019 CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 5. E. 2019 CALIFORNIA FIRE CODE (CFC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 9. F. 2019 CALIFORNIA ENERGY, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24 PART 6 G. ADAAG ADA ACCESSIBILTY GUIDELINES EXITING DIAGRAMS 1. 2019 C.B.C. SECTION 1017, TABLE 1017.2 "EXIT TRAVEL DISTANCE" S2 OCCUPANCY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THE MAXIMUM TRAVEL DISTANCE IS 400' FIRE RATINGS LEGEND 1-HR. 2-HR. 3-HR. 4-HR. EXITING LEGEND ACTUAL TRAVEL DISTANCE DIAGONAL DISTANCE DISTANCE BETWEEN EXITS TOTAL TRAVEL DISTANCE = 306'SPEED ELECTRICAL ROOM MPOE DIAGONAL DISTANCE = 300'1/3 DIAGONAL DISTANCE = 100'TOTAL TRAVEL DISTANCE = 242'DISTANCE BETWEEN EXITS = 168' > 100' EMERGENCY ELEC. 2 HR. RATED ERRCS SHAFT CODE SECTIONS BUILDING AUTOMATIC SPRINKLER SYSTEM - SEC. 903 TYPE - OPEN GARAGE NOTES YES OCCUPANCY TYPE(S) - CHAPTER 3 S-2 PARKING GARAGE (OPEN, PER 406.5) OPENNESS - 406.5.2, 601 & 602 CONSTRUCTION TYPE(S) - CHAPTER 4 AND 6 IIA TABLES 406.5.4, 601 AND 602 GRADE PLANE - CHAPTER 2 DEFINITION 5' ALLOWABLE HEIGHT (IN TIERS) - TABLE 406.5.4 10 TIERS ELEVATOR TOWERS - UNLIMITED IN HEIGHT (SECTION 504.3) ALLOWABLE HEIGHT INCREASE (IN TIERS), FOR OPEN PARKING STRUCTURES - SECT. 406.5.5 NOT REQUIRED BASE ALLOWABLE AREA PER TIER 50,000 SQ. FT. ACTUAL AREA (LARGEST TIER)33,544 SQ. FT. ALLOWABLE AREA INCREASE PER TIER ACTUAL TOTAL AREA 291,944 SQ. FT. BUILDING ELEMENTS F.R. REQUIREMENTS - TABLE 601 STRUCTURAL FRAME 1 HR ACTUAL HEIGHT (IN TIERS)9 TIERS BEARING WALLS – EXTERIOR 1 HR BEARING WALLS - INTERIOR 1 HR NON-BEARING WALLS AND PARTITIONS – EXTERIOR SEE REQUIREMENTS BELOW NON-BEARING WALLS AND PARTITIONS – INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION EXTERIOR WALLS F.R. REQUIREMENTS- TABLE 602 BASED ON CONSTRUCTION TYPE AND SEPARATION DISTANCE EXTERIOR WALLS AND PARTITIONS:1 HR, <5' 1 HR, 5'≤x<10' 0 HR,10’≤ x <30’ NR, ≥ 30’ OPENINGS (UNPROTECTED, SPRINKLERED) – MAXIMUM AREA OF EXTERIOR WALL OPENINGS, SECTION AND TABLE 705.8. NOT PERMITTED <3’ 15%, 3’≤ x <5’ 25%, 5’≤ x <10’ UNLIMITED, ELSEWHERE (SEE TABLE FOOTNOTE G.) BASED ON DISTANCE AND SPRINKLERS PER TABLE FOOTNOTE G. THE AREA OF OPENINGS IN AN OPEN PARKING STRUCTURE WITH A FIRE SEPARATION DISTANCE OF 10 FT OR GREATER SHALL NOT BE LIMITED. SHAFT ENCLOSURES (BOTH STAIRS AND ELEVATORS)NOT REQUIRED SEE SECTIONS 406.5.9, 712.1.10.2 AND 1019.3.6. OCC. LOAD - TABLE 1004.5 33,544/200 = 167.72 (STORY w/ LARGEST FLOOR AREA) EXITS REQUIRED - TABLE 1006.3.2 2 EXITS PROVIDED 2 WIDTH REQUIRED- PER SECTION 1005.3.1 & 1005.3.2 STAIRS: OCC. X 0.3 = TOTAL INCHES (48” MIN. CLEAR OF HANDRAIL, WHEN CONSIDERED TO BE A PART OF AN ACCESSIBLE MEANS OF EGRESS, PER 1009.3. 44” MIN. CLEAR, WHEN CONSIDERED TO BE PART OF AN ACCESSIBLE MEANS OF EGRESS, PER 1009.3, EXCEPT. #2, WHEN THE BUILDING IS SPRINKLERED.) OTHER THAN STAIRS: OCC. X 0.2 = TOTAL INCHES (32” MIN. CLEAR WIDTH, 1010.1.1 AND PER 11B-404, DOORS, DOORWAYS AND GATES.) STAIRS: 167.72 x 0.3 = 50.32” 50% OF 50.32” = 25.16” 48" MIN. PER 1009.3 OTHER THAN STAIRS: 167.72 x 0.20 = 33.54” 50% OF 33.54” = 16.77” 32" MIN PER 11B-404 STAIRS: 2 x 48” = 96” OTHER THAN STAIRS: 2 x 36” = 72” WIDTH PROVIDED 903.3.1.1, PER NFPA 13 REGULATIONS. AVERAGE ELEVATION RELATIVE TO ESTABLISHED DATUM ON DRAINAGE PLAN BASED ON CONSTRUCTION TYPE BASED ON CONSTRUCTION TYPE 0 HR 1 HR 1 HR NOT REQUIRED TABLE 705.8 FOOT NOTE G. THE AREA OF OPENINGS IN AN OPEN PARKING STRUCTURE WITH A FIRE SEPARATION DISTANCE OF GREATER THAN 10 FEET SHALL NOT BE LIMITED. VEHICLE BARRIERS, 406.4.3 - 2'-9" TALL MINIMUM, PLACED WHERE DIFFERENCE IN ELEVATION IS GREATER THAN 1'-0". (X > 1'-0") MAXIMUM ALLOWABLE TOTAL AREA 50,000 X 9 = 450,000 SQ. FT. BASED ON CONSTRUCTION TYPE FOR MULTIPLE MEANS OF EGRESS, IF ONE REQUIRED EXIT IS LOST, THE SECOND ONE MUST PROVIDE 50% OF REQUIRED CAPACITY - SECTION 1005.5. (FACTOR OF 0.2, WHEN EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM AND EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM - SECTION 1005.3.1, EXCEPTION 1) (AREAS OF REFUGE N/A, IF SPRINKLERED THROUGHOUT, PER SEC. 1009.3.3, EXCEPTION 2; OR, IF SERVING OPEN PARKING STRUCTURES, EXCEPTION 3) (FACTOR OF 0.15, WHEN EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM AND EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM - SECTION 1005.3.2, EXCEPTION 1)DIAGONAL DISTANCE = 300'1/3 DIAGONAL DISTANCE = 100'DISTANCE BETWEEN EXITS = 180' > 100'TOTAL TRAVEL DISTANCE = 242'TOTAL TRAVEL DISTANCE = 124'TOTAL TRAVEL DISTANCE = 120'STORAGE TOTAL TRAVEL DISTANCE = 291' DISTANCE BETW EEN EXITS = 141' > 100' 2 HR. RATED ERRCS SHAFT TOTAL TRAVEL DISTANCE = 269'TOTAL TRAVEL DISTANCE = 248'DIAGONAL DISTANCE = 300'1/3 DIAGONAL DISTANCE = 100'DISTANCE BETWEEN EXITS = 164' > 100' 2 HR. RATED ERRCS SHAFT LEVEL 02 TOTAL LEVEL 01 LEVEL LEVEL 04 PARKING STALL SUMMATION ACCESSIBLE (9'-0"x18'-0")TOTAL SQ. FOOTAGE SQ. FT./STALL STANDARD (8'-6"x18'-0") VAN ACCESSIBLE (9'-0"x18'-0") LEVEL 03 CLEAN AIR/ VANPOOL/EV (8'-6"x18'-0") EVCS (8'-6"x18'-0") EVCS ACCESSIBLE (9'-0"x18'-0") EVCS VAN ACCESSIBLE (12'-0"x18'-0") EVCS AMBULATORY (10'-0"x18'-0") EVSE (FUTURE EV) (8'-6"x18'-0") LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 COMPACT (8'-0"x17'-0") 72 438 322 311 103 16 603 64 3 3 0 0 14 14 75 1 1 0 3 3 0 0 0 0 0 0 3 3 0 0 0 0 0 0 811 0 0 0 0 0 0 33,544 908 811 811 811 88 60 109 1272 74 1173 1173 1419 33,544 291,944 00 00 811 0 339 313 108 31 5 5 4 4 3 0 5 5 0 0 0 0 0 0 0 0 0 LEVEL 09 29800000110682990 73 73 11 11 11 108 108 108 108 107 99 63 33,544 33,544 33,544 33,544 33,544 29,519 27,617 311 311 311 311 TOTAL TRAVEL DISTANCE = 269'DIAGONAL DISTANCE = 300'1/3 DIAGONAL DISTANCE = 100'LEVEL BELOW DISTANCE BETWEEN EXITS = 164' > 100'TOTAL TRAVEL DISTANCE = 248'2 HR. RATED ERRCS SHAFT SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER 6/20/2022 4:37:37 PMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA0.3 CODE DATA SHEET 21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INC BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 MEYERS+ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO, CA 94111 SWA GROUP 530 BUSH STREET, SUITE 500 SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 GARAGE HELIOS Real Estate Partners 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 HELIOS Real Estate Partners KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 NOMAR PARKING STRUCTURE 1" = 30'-0" SECOND LEVEL EXITING DIAGRAM 1" = 30'-0" FIRST LEVEL EXITING DIAGRAM 1" = 30'-0" TYPICAL LEVEL EXITING DIAGRAM 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE 1" = 30'-0" NINTH LEVEL EXITING DIAGRAM UP UP UP UP UP UP UP UP ADAADAVANADAADAVAN+13 ADAADAVANRAMPUPLEGEND INDICATES PARKING STRUCTURE FOOT PRINT INDICATES PROPERTY LINE SITE NOTES 1. FOR PATHWAY WORK EXTERIOR TO BUILDING, SEE CIVIL & LANDSCAPE DRAWINGS. 2. FOR TREE LOCATION PLAN, SEE LANDSCAPE DRAWINGS. 3. FOR HORIZONTAL & VERTICAL CONTROL POINTS, SEE CIVIL DRAWINGS. 4. FOR DRAINAGE EXTERIOR TO BUILDING, SEE CIVIL DRAWINGS. 5. FOR WORK IN STREETS, SEE CIVIL DRAWINGS. 6. FOR LIGHTING OF PATHWAYS EXTERIOR TO BUILDING, SEE ELECTRICAL DRAWINGS. INDICATES ACCESSIBLE PATH OF TRAVEL: PATH OF TRAVEL AS INDICATED IS A BARRIER FREE ACCESS WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AND 1:20 (5%) MAX. IN THE DIRECTION OF TRAVEL AND 1:48 (2%) MAX. CROSS SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL. INDICATES EASEMENT LINE INDICATES PROPERTY SETBACK INDICATES PROJECT SCOPE INDICATES ASSUMED PROPERTY LINE STANTON RD25'-5"MALCOLM RDOLD BAYSHORE HWY 20'-7" 10'-0"23'-7" SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER 4/29/2022 11:15:42 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA1.1 SITE PLAN 21-033SCHEMATIC DESIGN 04-01-2022WATRY DESIGN INC BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 MEYERS+ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO, CA 94111 SWA GROUP 530 BUSH STREET, SUITE 500 SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 GARAGE HELIOS Real Estate Partners 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 HELIOS Real Estate Partners KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 NOMAR PARKING STRUCTURE 1" = 20'-0" SITE PLAN SCALE: 1" = 20'-0" 0 40'80'20' 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE UPUPOLD BAYSHORE HWYMALCOLM RDOLD BAYSHORE HWYMALCOLM RDTRASHAREABULKTANKSTORAGEFECFECFEC25' - 0"15' - 0"31' - 1"30' - 8"32' - 4"28' - 3"20' - 6"45' - 10"23' - 7"10' - 0"25' - 7"11' - 11"29' - 7"18' - 7"22' - 8"52' - 4"16' - 1"16' - 1"2A20 - 026A20 - 024A20 - 022A20 - 01UPUPUPUPADAADAVANADAADAVANOLD BAYSHORE HWYMALCOLM RDOLD BAYSHORE HWYMALCOLM RDTRASHAREABULKTANKSTORAGEFECFECFEC25' - 0"15' - 0"31' - 1"30' - 8"32' - 4"28' - 3"20' - 6"45' - 10"23' - 7"10' - 0"25' - 7"11' - 11"29' - 7"18' - 7"22' - 8"52' - 4"16' - 1"16' - 1"2A20 - 026A20 - 024A20 - 022A20 - 01UPUPUPUPADAADAVANADAADAVANOLD BAYSHORE HWYMALCOLM RDOLD BAYSHORE HWYMALCOLM RDTRASHAREABULKTANKSTORAGEFECFECFEC25' - 0"15' - 0"31' - 1"30' - 8"32' - 4"28' - 3"20' - 6"45' - 10"23' - 7"10' - 0"25' - 7"11' - 11"29' - 7"18' - 7"22' - 8"52' - 4"16' - 1"16' - 1"2A20 - 026A20 - 024A20 - 022A20 - 01UPUPUPUPADAADAVANADAADAVANRAMPUPA3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.3VANEVCSVANEVCSACCEVCSACCEVCSAMBEVCSAMBACC.VANBIKEROOMSTALL18'-0"DRIVE AISLE24'-0"STALL18'-0"1'-0"1'-0"STALL18'-0"DRIVE24'-0"STALL17'-0"B.5C.21'-0"STALL18'-0"DRIVE AISLE24'-0"STALL18'-0"A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"220'-0"126'-0"1'-0"13'-3"STORAGE3'-0"EVCSACCACC.ACC.ACC.ACC.ACC.ACC.ACC.ACC.ACC.ACC.ACC.ACC.ACC.EVCSAMBDRIVEWAY24'-6"2A5.13A5.11A5.11A5.24A5.13A8.17A8.41.62.22.75.725A4.110A4.19A4.228A4.1D R IV E A IS L E24'-6 "ELEVATOR CORE AND STAIR #18'-11"6'-7"2'-6"8'-5"4'-7"STAIR #2FULL HEIGHT CMUWALLS AT ROOMS TYP. LEVEL 12 HR RATED ERRCS CHASE.S.S. MESH SCREEN, GKD SAMBESIPC 2"x2" S.S. ANGLE FRAME3 @8'-6"=25'-6"8'-0" 8'-6"9"8'-6"3 @8'-0"=24'-0"3 @8'-0"=24'-0"6"8'-6" 8'-0" 8'-6"1'-6"3 @8'-0"=24'-0"3 @8'-0"=24'-0"8'-6"1'-7" 5'-0" 10'-0"4'-0"9'-0"5'-0" 9'-0" 9'-0" 5'-0" 9'-0" 9'-0" 5'-0" 9'-0" 8'-6" 8'-6" 9'-0" 5'-0" 9'-0" 9'-0" 8'-0" 9'-0"5'-0"9'-0"9'-0"5'-0"12'-0"9'-0"5'-0"9'-0"10'-0"10'-0"9'-0"8'-0"9'-0"9'-0"8'-0"9'-0"5'-0"9'-0"9'-0"8'-0"8'-6"14 @8'-6"=119'-0"18 @8'-6"=153'-0"AISLE4'-0"STALL STRIPING. SEE SHEET FOR TYPE AND TYPICAL DIMENSIONS(A6.1)4" RAISED CURB, TYP.NOTES1. GENERAL SYMBOL AND WALL TYPE INDEX IS ON SHEET . FOR RATED WALLS, SEE ENLARGED PLANS, TYPICAL.2. FOR STEEL BOLLARDS (SB), SEE DETAIL (3/A6.3).3. PROVIDE PROTECTION PLATES AT ALL PIPES AND RISERS SUBJECT TO CAR IMPACT, PER DETAIL (20/A6.3).4. LIGHTLY SHADED AREAS INDICATE CONCRETE WASHES, TYPICAL OR RAISED CURBS.A. WASHES ARE 3” THICK AT EDGES AND TAPER TO ZERO AT THE INTERIOR SLAB, TYPICAL, UNO.B. THE RADIUS AT ALL CURBS TO BE TYPICAL, UNO. FOR ALL CURB DIMENSIONS NOT SHOWN HERE SEE ENLARGED PLANS, TYPICAL.5. FOR GRAPHICS AND SIGNAGE NOT SHOWN HERE, SEE GRAPHICS DRAWINGS.6. FOR DETAILED RELATIONSHIP OF COLUMNS & SHEAR WALLS TO GRID, SEE COLUMN SCHEDULE & SHEAR WALL DETAILS ON SHEETS (X/SX.X)& (X/SX.X).7. FOR DOOR SCHEDULE & FINISH SCHEDULE, SEE SHEET (A10.1).8. NOTE: ALL GRADES ARE RELATIVE TO ESTABLISHED DATUM, SEE DRAINAGE DRAWINGS TYPICAL9. FOR CROSS HATCH PAINT STRIPING SEE DETAIL (1/A6.2).10. PAINT STRIPING IS TO BE 1'-0" AWAY FROM ALL CURBS,WALLS AND COLUMNS, TYPICAL. SEE DETAIL (9/A6.2)FOR TYPICAL ILLUSTRATION.ACCESSIBLE STALLS: 9'-0" x 18'-0"COMPACT STALLS: 8'-0" x 17-0"STANDARD STALLS: 8'-6" x 18'-0"11. FOR ARROW AND TEXT TEMPLATES, SEE SHEET (A6.1).12. WHEN PARKING STALLS ARE BETWEEN COLUMNS, EITHER:A. THE STALLS ARE EQUALLY SPACED BETWEEN THE COLUMNS AT THE PRESCRIBED ANGLE, OR,B. ONE STALL IS TANGENT TO A COLUMN AT THE PRESCRIBED ANGLE AND THE REMAINING STALLS ALIGN WITH THAT STALL.13. WHEN ADJACENT STALLS ARE NOT PARALLEL TO EACH OTHER, THE BACK CORNER OF THE STALLS ARE POSITIONED SO THAT NO ONE STALL EXTENDS THROUGH ANOTHER STALL'S LEGAL AREA.(A0.1)LEGEND(A6.1)(A6.1)(10/A7.1)(10/A6.2)(16/A6.2)(12/A6.1)(14/A6.1)BARRIERFHC(18/A6.2)INDICATES STALL STRIPE,SEE SHEET FOR STRIPING DETAILSINDICATES PARKING DIRECTION ARROWS,SEE SHEET FOR STRIPING DETAILSINDICATES INTERNATIONAL SYMBOL OF ACCESSIBILITY,SEE DETAILINDICATES ACCESSIBLE PARKING SIGN,SEE DETAILINDICATES WHEEL STOP,SEE DETAILINDICATES AREA DRAIN LOCATION,SEE DRAINAGE PLANSINDICATES TRENCH DRAIN LOCATION,SEE DRAINAGE PLANSINDICATES TRUNCATED DOMES,SEE DETAILINDICATES BARRIER RAIL,SEE DETAILEMERGENCY ALERT CALL STATION,SEE SECURITY DRAWINGS.FIRE EXTINGUISHER,SEE DETAIL , SIM.(16/A6.2)FIRE EXTINGUISHER IN CABINET, FOR CONNECTION,SEE DETAILFIRE RISER,SEE FIRE PROTECTION DRAWINGS.DRY STANDPIPE,SEE FIRE PROTECTION DRAWINGS.INDICATES FIRE HOSE VALVE,SEE FIRE PROTECTION DRAWINGS.INDICATES HOSE BIB,SEE PLUMBING DRAWINGS.FIRE HOSE CABINET,SEE FIRE PROTECTION DRAWINGS.INDICATES ELECTRIC VEHICLE CHARGERINSTALLED ON 'DAY ONE', SEE ELECTRICAL PLANSINDICATES ELECTRIC VEHICLE CHARGERFUTURE INSTALL, PROVIDE CONDUIT, SEE ELECTRICAL PLANSF.E.C.F.E.H.B.E.A.F.H.V.F.R.D.S.P.EVEVFSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:41:53 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.1LEVEL 01 PARKINGPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURE1/16" = 1'-0"LEVEL 01 PARKING PLAN2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comSCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"MARK ISSUE DATEN DNDNUPDNUPRAMPDNRAMPDNRAMPUPRAMPDNDNDNUPDNUPRAMPDNRAMPDNRAMPUPRAMPDNA3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.3ELECTRICALROOMMPOEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0"4'-3"17'-9" 23'-0"13'-3" 15'-9"220'-0"126'-0"13.8%7.0%7.0%2'-0"STALL17'-0"DRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE24'-0"STALL18'-0"2'-0"STALL18'-0"DRIVE24'-0"STALL18'-0"1'-0"37'-6"8'-0" 21'-6" 8'-0"5.9%5.7%2A5.13A5.11A5.11A5.24A5.14A8.41A8.12A8.32 HR RATED2 HR RATEDELEVATOR CORE AND STAIR #1STAIR #2STAIR #31.68'-11"6'-7"2'-6"8'-5"4'-7"2.22.75.71'-0"1'-0"13A4.212'-6"6'-0"STUD WALLSOVER 6" CURBSTUD WALL WITH PLASTER, 2 HR RATEDSTUD WALL OVER2'-9" CMU WALL,PLASTERED, 2 HR RATEDEMERGENCYELEC.2 HR RATED2 HR RATED ERRCS CHASE.8'-6" 8'-6" 8'-6" 8'-0" 8'-6" 8'-6" 8'-6"6"AISLE6"8'-6"4 @8'-6"=34'-0"8'-6" 6"8'-6" 8'-6" 8'-0" 8'-6"8 @8'-6"=68'-0"AISLE8'-6"8'-6"8 @8'-0"=64'-0"8'-6"8'-6"AISLE8'-6" 5'-8" 14 @8'-6"=119'-0"8'-6" 18 @8'-6"=153'-0"8'-6"18 @8'-6"=153'-0"8'-0"8'-0"8'-6"2'-0"1'-6"8'-6"8'-6" 4'-3"3 @8'-0"=24'-0"3 @8'-0"=24'-0"4'-0"STALL STRIPING. SEE SHEET FOR TYPE AND TYPICAL DIMENSIONS(A6.1)4" RAISED CURB, TYP.CONCRETE WASH, TYP.4" RAISED BEAM, TYP.NOTES1. FOR BALANCE OF NOTES AND LEGEND, SEE SHEET(A2.1)1234514131267891011BACDERIDGEA.D.A.D.A.D.DNDNDNB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"220'-0"126'-0"13'-3"16.8319.9219.9219.9219.9219.9219.9219.9219.9219.9219.9219.9219.9219.9219.9219.9216.8316.8312.7512.7512.7519.9219.1711.7515.83A.D.12.1716.2519.0819.001 9 .5 019.9214.2116.3313.2515.7512.6719.9220'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"RIDGERIDGERIDGE19.92DN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:41:59 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.2LEVEL 02 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURE1/16" = 1'-0"LEVEL 02 PARKING PLANSCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATEN1/16" = 1'-0"LEVEL 02 DRAINAGE PLAN DNUPDNUPRAMPDNRAMPDNRAMPUPDNUPDNUPRAMPDNRAMPDNRAMPUPNOTES1. FOR BALANCE OF NOTES AND LEGEND, SEE SHEET(A2.1)A3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.3B.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0" 22'-0" 23'-0"13'-3" 15'-9"220'-0"126'-0"1'-0"13'-3"ELEV.CTRL.5.9%5.7%6"8'-6" 8'-0" 8'-6"1'-6"2'-0"STALL17'-0"DRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE AISLE24'-0"STALL18'-0"2'-0"STALL18'-0"DRIVE24'-0"STALL18'-0"1'-0"2A5.13A5.11A5.11A5.24A5.11A8.44A8.1ELEVATOR CORE AND STAIR #1STAIR #21.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"STUD WALL OVER2'-9" CMU WALL,PLASTERED2 HR RATED ERRCS CHASE.SECURITY4 @8'-6"=34'-0"6"8'-6"8'-0" 8'-6"6"AISLE6"8'-6"4 @8'-6"=34'-0"6"8'-6" 8'-0" 8'-6"1'-6"8'-6"6"3 @8'-0"=24'-0"3 @8'-0"=24'-0"4'-0"8'-6" 16 @8'-6"=136'-0"8'-6" 13 @8'-6"=110'-6"AISLE 8'-6"8'-6" 8'-6" 8'-0" 8'-6"6"1'-6"8'-6"8'-0"8'-6"8'-6"14 @8'-6"=119'-0"8'-0"8'-6"8'-6"8 @8'-6"=68'-0"8'-6" 8'-6" 4'-6"13 @8'-6"=110'-6"8'-6" 4'-6"8'-6"1234514131267891011BACDEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.727.3330.4230.4230.4230.4230.4230.4230.4230.4230.4230.4230.4230.4230.4230.4230.4227.3327.3327.3327.3330.4226.3329.5829.5030.42DNRIDGE26.7526.7526.75A.D.A.D.A.D.A.D.30.42RIDGERIDGE18'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"64'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"126'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"207'-0"218'-0"RIDGE30.42DN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"29.673 0 .0 0 PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:05 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.3LEVEL 03 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURESCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATEN1/16" = 1'-0"LEVEL 03 PARKING PLAN1/16" = 1'-0"LEVEL 03 DRAINAGE PLAN DNUPDNUPRAMPDNRAMPDNRAMPUPDNUPDNUPRAMPDNRAMPDNRAMPUPNOTES1. FOR BALANCE OF NOTES AND LEGEND, SEE SHEET(A2.1)1234514131267891011BACDEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"220'-0"126'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"37.8340.9240.9240.9240.9240.9240.9240.9240.9240.9240.9240.9240.9240.9240.9240.9237.8337.8337.8337.8340.9236.8340.0840.0040.9240.9240.92A.D.A.D.A.D.A.D.RIDGERIDGERIDGERIDGEDNDN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"40.174 0 .5 0 PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINA3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.3B.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0" 22'-0" 23'-0"13'-3" 15'-9"220'-0"126'-0"13'-3"5.9%5.7%2'-0"STALL17'-0"DRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE24'-0"STALL18'-0"2'-0"STALL18'-0"DRIVE24'-0"STALL18'-0"1'-0"2A5.13A5.11A5.11A5.24A5.18A8.42A8.1ELEVATOR CORE AND STAIR #1STAIR #21.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"2 HR RATED ERRCS CHASE.8'-6" 8'-6" 8'-0" 8'-6"6"6"8'-6"4 @8'-6"=34'-0"8'-0" 8'-6"6"AISLE6"8'-6"4 @8'-6"=34'-0"8'-6"6"6"8'-6" 8'-0" 8'-6"3 @8'-0"=24'-0"6"8'-6" 8'-0" 8'-6"4'-0"3 @8'-0"=24'-0"8'-6" 16 @8'-6"=136'-0" 13 @8'-6"=110'-6"8'-6"8 @8'-6"=68'-0"8'-6"8'-6"8'-6"8'-6"1'-6"17 @8'-6"=144'-6"8'-0"8'-6"8'-6"13 @8'-6"=110'-6"AISLEAISLE 4'-6"8'-6" 8'-6" 4'-6"8'-6"SHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:11 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.4LEVEL 04 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURESCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATEN1/16" = 1'-0"LEVEL 04 DRAINAGE PLAN1/16" = 1'-0"LEVEL 04 PARKING PLAN DNUPDNUPRAMPDNRAMPDNRAMPUPDNUPDNUPRAMPDNRAMPDNRAMPUPNOTES1. FOR BALANCE OF NOTES AND LEGEND, SEE SHEET(A2.1)1234514131267891011BACDEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"220'-0"126'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"48.3351.4251.4251.4251.4251.4251.4251.4251.4251.4251.4251.4251.4251.4251.4251.4248.3348.3348.3348.3351.4250.6747.3350.5850.505 1 .0 051.4251.4251.42A.D.A.D.A.D.A.D.RIDGERIDGERIDGERIDGEDNDN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINA3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.32' x 5' PANELBOARD TO SERVICE EV CHARGERS ON LEVEL 5 AND ABOVEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0" 22'-0" 23'-0"13'-3" 15'-9"220'-0"126'-0"13'-3"2'-0"STALL17'-0"DRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE24'-0"STALL18'-0"2'-0"STALL18'-0"DRIVE24'-0"STALL18'-0"1'-0"2A5.13A5.11A5.11A5.24A5.15A8.43A8.2ELEVATOR CORE AND STAIR #1STAIR #21.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"2 HR RATED ERRCS CHASE.8'-6" 8'-6" 8'-0" 8'-6"6"6"8'-6"3 @8'-6"=25'-6"8'-0" 8'-6" 8'-6"6"4 @8'-6"=34'-0"AISLE6"8'-6"8'-6"6"6"8'-6" 8'-0" 8'-6"6"8'-6" 8'-0" 8'-6"3 @8'-0"=24'-0"3 @8'-0"=24'-0"4'-0"8'-6" 16 @8'-6"=136'-0" 13 @8'-6"=110'-6" 8'-6" 4'-6"8 @8'-6"=68'-0"8'-6"8'-6"8'-6"8'-0"8'-6"15 @8'-6"=127'-6"AISLEAISLE8'-6"13 @8'-6"=110'-6" 4'-6"8'-6"3 @8'-6"=25'-6"1'-6"8'-6"8'-6"SHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:17 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.5LEVEL 05 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURESCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATEN1/16" = 1'-0"LEVEL 05 DRAINAGE PLAN1/16" = 1'-0"LEVEL 05 PARKING PLAN DNUPDNUPRAMPDNRAMPDNRAMPUPDNUPDNUPRAMPDNRAMPDNRAMPUPA3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.32' x 5' PANELBOARD TO SERVICE EV CHARGERS ON LEVEL 5 AND ABOVEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0" 22'-0" 23'-0"13'-3" 15'-9"220'-0"126'-0"13'-3"2'-0"STALL17'-0"DRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE24'-0"STALL18'-0"2'-0"STALL18'-0"DRIVE24'-0"STALL18'-0"1'-0"2A5.13A5.11A5.11A5.24A5.12A8.41A8.21.62.22.75.7STAIR #28'-11"6'-7"2'-6"8'-5"4'-7"ELEVATOR CORE AND STAIR #112'-6"6'-0"2 HR RATED ERRCS CHASE.8'-6" 8'-6" 8'-0" 8'-6"6"4 @8'-6"=34'-0"6"8'-6"8'-0" 8'-6"6"4 @8'-6"=34'-0"6"8'-6"8'-6"6"6"8'-6" 8'-0" 8'-6"6"8'-6" 8'-0" 8'-6"3 @8'-0"=24'-0"3 @8'-0"=24'-0"AISLE4'-0"AISLEAISLE8'-6" 16 @8'-6"=136'-0"8'-6" 8'-6" 4'-6" 13 @8'-6"=110'-6"8'-6"8 @8'-6"=68'-0"8'-6"8'-6"8'-0"8'-6"8'-6"1'-6"3 @8'-6"=25'-6"15 @8'-6"=127'-6"8'-6"13 @8'-6"=110'-6" 4'-6" 8'-6"1234514131267891011BACDEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"220'-0"126'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"58.8361.9261.9261.9261.9261.9261.9261.9261.9261.9261.9261.9261.9261.9261.9261.9258.8358.8358.8358.8361.9261.1757.8361.0861.006 1 .5 061.9261.9261.92A.D.A.D.A.D.A.D.RIDGERIDGERIDGERIDGEDNDN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINNOTES1. FOR BALANCE OF NOTES AND LEGEND, SEE SHEET(A2.1)SHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:24 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.6LEVEL 06 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURESCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATEN1/16" = 1'-0"LEVEL 06 PARKING PLAN1/16" = 1'-0"LEVEL 06 DRAINAGE PLAN DNUPDNUPRAMPDNRAMPDNRAMPUPDNUPDNUPRAMPDNRAMPDNRAMPUPDRAINAGE NOTES1. FOR DRAINAGE NOTES AND LEGEND, SEE SHEET(A2.1A)A3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.3B.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0" 22'-0" 23'-0"13'-3" 15'-9"220'-0"126'-0"1'-0"13'-3"2'-0"STALL17'-0"DRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE24'-0"STALL18'-0"2'-0"STALL18'-0"DRIVE24'-0"STALL18'-0"1'-0"2A5.13A5.11A5.11A5.24A5.19A8.44A8.21.62.22.75.7STAIR #28'-11"6'-7"2'-6"8'-5"4'-7"ELEVATOR CORE AND STAIR #112'-6"6'-0"2 HR RATED ERRCS CHASE.8'-6" 8'-6" 8'-0" 8'-6"6"6"8'-6"4 @8'-6"=34'-0"8'-0" 8'-6"6"AISLE6"8'-6"4 @8'-6"=34'-0"8'-6"6"6"8'-6" 8'-0" 8'-6"6"8'-6" 8'-0" 8'-6"3 @8'-0"=24'-0"4'-0"3 @8'-0"=24'-0"8'-6"AISLEAISLE 16 @8'-6"=136'-0"8'-6"8'-6"8 @8'-6"=68'-0"8'-6"8'-0"8'-6" 8'-6" 4'-6" 13 @8'-6"=110'-6"8'-6"8'-6" 13 @8'-6"=110'-6" 4'-6" 8'-6"1'-6"8'-6"3 @8'-6"=25'-6"15 @8'-6"=127'-6"1234514131267891011BACDEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"220'-0"126'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"69.3372.4272.4272.4272.4272.4272.4272.4272.4272.4272.4272.4272.4272.4272.4272.4269.3369.3369.3369.3372.4271.6768.3371.5871.507 2 .0 072.4272.4272.42A.D.A.D.A.D.A.D.RIDGERIDGERIDGERIDGEDNDN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:32 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.7LEVEL 07 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURE2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comSCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"MARK ISSUE DATEN1/16" = 1'-0"LEVEL 07 PARKING PLAN1/16" = 1'-0"LEVEL 07 DRAINAGE PLAN DNUPDNUPRAMPDNRAMPDNRAMPUPDNUPDNUPRAMPDNRAMPDNRAMPUPA3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.3B.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0" 22'-0" 23'-0"13'-3" 15'-9"220'-0"126'-0"1'-0"13'-3"2'-0"STALL17'-0"DRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE24'-0"STALL18'-0"2'-0"STALL18'-0"DRIVE24'-0"STALL18'-0"1'-0"2A5.13A5.11A5.11A5.24A5.16A8.42A8.21.62.22.75.7STAIR #28'-11"6'-7"2'-6"8'-5"4'-7"ELEVATOR CORE AND STAIR #112'-6"6'-0"2 HR RATED ERRCS CHASE.8'-6" 8'-6" 8'-0" 8'-6"6"4 @8'-6"=34'-0"6"8'-6"8'-0" 8'-6"6"4 @8'-6"=34'-0"AISLE6"8'-6"8'-6"6"6"8'-6" 8'-0" 8'-6"6"8'-6" 8'-0" 8'-6"3 @8'-0"=24'-0"3 @8'-0"=24'-0"4'-0"1'-6"8'-6"3 @8'-6"=25'-6"15 @8'-6"=127'-6"8'-0"8'-6"AISLEAISLE8'-6" 16 @8'-6"=136'-0" 13 @8'-6"=110'-6"8'-6" 4'-6" 8'-6" 8'-6" 4'-6" 13 @8'-6"=110'-6"8'-6"8 @8'-6"=68'-0"8'-6"8'-6"8'-6"1234514131267891011BACDEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"220'-0"126'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"79.8382.9282.9282.9282.9282.9282.9282.9282.9282.9282.9282.9282.9282.9282.9282.9279.8379.8379.8379.8382.9282.1778.8382.0882.008 2 .5 082.9282.928 2 .9 2 A.D.A.D.A.D.RIDGERIDGERIDGERIDGEDNDNTRENCH DRAIN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINNOTES1. FOR BALANCE OF NOTES AND LEGEND, SEE SHEET(A2.1)SHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:39 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.8LEVEL 08 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURESCALE: 1/16" = 1'-0"0'32'-0"64'-0"16'-0"2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATEN1/16" = 1'-0"LEVEL 08 PARKING PLAN1/16" = 1'-0"LEVEL 08 DRAINAGE PLAN DNDNRAMPDNRAMPDNDNDNRAMPDNRAMPDN1234514131267891011BACDEB.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.7OPEN TO BELOW18'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"220'-0"126'-0"20'-8" 20'-8" 20'-8" 31'-0" 31'-0" 9'-0" 22'-0" 23'-0" 13'-3" 15'-9"90.3393.4293.4293.4293.4293.4293.4293.4293.4293.4293.4293.4293.4293.4293.4293.4290.3390.3390.3390.3393.4292.6789.3392.5892.509 3 .0 0 93.4293.429 3 .4 2 A.D.A.D.A.D.A.D.RIDGERIDGERIDGERIDGEDNDN1.62.22.75.78'-11"6'-7"2'-6"8'-5"4'-7"12'-6"6'-0"PROVIDE A 3" DIA.SLEEVE IN CURBTO GET POSSITIVEWATER TO DRAINA3.11A3.22A3.12A3.211A3.41A3.42A3.32A3.35A5.11234514131267891011BACDE2A3.42A3.41A3.31A3.3B.5C.2A.7B.3A.8A.3D.4C.5C.3A.2B.718'-0" 26'-3" 35'-6" 26'-3" 18'-0"1'-0"1'-0"15'-6"15'-6"15'-6"15'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-3"13'-3"1'-0"64'-0"209'-0"1'-0"62'-0"62'-0"54'-0" 29'-0"1'-0"20'-8" 20'-8" 20'-8"31'-0" 31'-0"9'-0" 22'-0" 23'-0"13'-3" 15'-9"220'-0"126'-0"1'-0"13'-3"OPEN TO BELOWDRIVE24'-0"STALL18'-0"2'-0"1'-0"18'-0" STALLDRIVE24'-0"STALL18'-0"18'-0" STALL2A5.13A5.11A5.11A5.24A5.13A8.43A8.31.62.22.75.7STAIR #28'-11"6'-7"2'-6"8'-5"4'-7"ELEVATOR CORE AND STAIR #112'-6"6'-0"2 HR RATED ERRCS CHASE.8'-0" 8'-0"18 @8'-6"=153'-0"AISLE8'-6"3 @8'-0"=24'-0"8'-6"7'-9"10'-3"8'-6"10 @8'-6"=85'-0"1'-6"8'-6"18 @8'-6"=153'-0"AISLE8'-6" 13 @8'-6"=110'-6" 4'-6" 8'-6"8'-0"8'-6"8'-6"8 @8'-6"=68'-0"8'-6" 8'-6" 4'-6"8'-6"13 @8'-6"=110'-6"16 @8'-6"=136'-0"NOTES1. FOR BALANCE OF NOTES AND LEGEND, SEE SHEET(A2.1)SHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:42 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA2.9LEVEL 09 PARKINGPLAN & DRAINAGEPLAN21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURE2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATE1/16" = 1'-0"LEVEL 09 DRAINAGE PLAN1/16" = 1'-0"LEVEL 09 PARKING PLAN LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 1234514131267891011 10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"14'-7"17 89'-1"LEVEL 09 12 12 12 18 22 4 6 16 10 210'-6"EL= 93.41' EL= 82.91' EL= 72.41' EL= 61.91' EL= 51.41' EL= 40.91' EL= 30.41' EL= 19.91' EL= 5.73' 19 1.62.22.75.7 24'-10"15'-0"23'-6"INDICATES SPACING FOR 12 LENGTH FOR 35'-5" 12 / NOTE: FOR BALANCE OF INFORMATION, SEE DETAIL (2 A3.1) LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 1 2 3 4 5 14131267891011 10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"14'-7"92'-3"LEVEL 09 15 3 2 12 13 12 4 1 16 10 1811 4 10 16 2 EL= 19.91' EL= 30.41' EL= 40.91' EL= 51.41' EL= 61.91' EL= 72.41' EL= 82.91' EL= 5.33' 19 78 1 1.6 2.2 2.7 5.7 23'-6" 15'-0" 24'-10"14'-4"15'-0"23'-6"LENGTH FOR 49'-6" LENGTH FOR 101'-4" 12 12 INDICATES SPACING FOR 12 INDICATES SPACING FOR 12 4 A3.2 DESCRIPTION 1 FINISHES SCHEDULE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 8" THK. CAST IN PLACE CONCRETE WALL WITH CUSTOM FORMLINER TEXTURE FINISH IN FRONT OF CONC. COL. CABLE RAILS - GALVANIZED CURTAIN WALL GLAZING - MATCHING NEW OFFICE BUILDING EXCEPT BEING NON- INSULATED GLAZING UNIT CAST IN PLACE CONCRETE COLUMN CAST IN PLACE CONCRETE BEAM STEEL STAIRS - GALVANIZED AND PAINTED (NON-PAINTED TREAD) • STRINGERS - PLATE • TREAD - READYSTEP w/SAFETY TREAD AND TREAD COVERS DURING CONSTRUCTION STEEL COL./BEAM - EXTERIOR & 1-HR RATED INTUMESCENT FIREPROOFING METAL CANOPY - MATCHING NEW OFFICE BLDG. BARRIER RAILS - GALVANIZED CAST IN PLACE CONCRETE RAIL STEEL STAIRS - GALVANIZED AND PAINTED (NON-PAINTED TREAD) • STRINGERS - BOX • TREAD - READYSTEP w/SAFETY TREAD AND TREAD COVERS DURING CONSTRUCTION BENT METAL PANELS, PERFORATED (ROUND, STAGGERED) - POWER COAT TO MATCH THE PRIMARY OFFICE BUILDING - MIN. 50% OPENNESS BENT PROFILE AS MODELED, SEE DETAILS & FOR BALANCE OF INFORMATION. OVERALL 50% OPENNESS TO BE ASSUMED FOR THE ENTIRE PERFORATED METAL PANEL SYSTEM. THIS NEEDS TO TAKE INTO ACCOUNT THE ATTACHMENTS AT CONNECTIONS AND BENT SIDE OF THE PANELS ARE SOLID AND CONSIDERED COMPLETELY CLOSED. HORIZONTAL AND VERTICAL GAPS BETWEEN PANELS TO BE MINIMAL. BASIS OF DESIGN - HENDRICK H-CLAD HD PERFORATED METAL CLADDING SYSTEM ON HARRISON ST. PARKING FACILITY IN IOWA CITY, IA BY NEUMANN MONSON ARCHITECTS. SEE DETAIL FOR REFERENCE. PERFORATED METAL MURAL ART - IN FRONT OF SACKED & PATCHED, AND PAINTED CAST IN PLACE CONC. WALL PROJECT BRAND SIGN PARKING ENTRY SIGN CAST IN PLACE CONCRETE WALL - SACK & PATCH, AND PAINTED EXTERIOR STUCCO - INTEGRAL COLOR 8" THK. CAST IN PLACE CONCRETE WALL WITH CUSTOM FORMLINER TEXTURE FINISH IN FRONT OF CONC. SHEAR WALL METAL FASCIA BAND - MATCHING NEW OFFICE BLDG. COLOR GUARDRAIL - WOVEN WIRE MESH w/SQUARE PATTERN IN TRUE VERTICAL/HORIZONTAL ORIENTATION GUARDRAIL - • CUSTOM PANELIZED PERFORATED MTL. PANEL FOR ENTIRE GUARDRAIL HEIGHT, EXTERIOR SIDE ATTACHMENT (STAIR STRINGERS NOT VISIBLE FROM EXTERIOR) HANDRAIL - • CRL COASTAL SERIES BRACKET FOR HANDRAIL BASIS OF DESIGN - AMERICAN STAIR BASIS OF DESIGN - AMERICAN STAIR 1. MISCELLANEOUS INTERIOR ITEMS INCLUDING PIPES SHALL BE PAINTED TO MATCH ADJACENT WALL/SLAB COLOR. 2. PAINT HOLLOW METAL DOORS AND FRAME TO MATCH ADJACENT WALL COLOR. 3. ALL CONCRETE POUR JOINTS AND ROCK POCKETS OVER 3/4" WIDE IN ANY DIRECTION SHALL BE SACKED AND PATCHED PRIOR TO APPLYING PAINT FINISH. 4. METAL RAILING (INCLUDING HANDRAILS, GUARDRAILS AND BARRIER RAILS) SHALL BE HOT-DIPED GALVANIZED UNLESS OTHERWISE INDICATED. 5. FOR PERIMETER CABLE RAIL SYSTEM, SEE DETAILS ON SHEET A7.2 FOR BALANCE OF INFO. 6. INTERIOR CEILINGS, WALLS, COLUMNS, AT ALL LEVELS SHALL BE PAINTED WHITE. 7. ALL INTERIOR CURBS TO BE PAINTED WHITE. 8. UNLESS OTHERWISE NOTED ALL EXPOSED STEELWORK TO HAVE GALV. FINISH 9. ALL PAINTED STEELWORK SHOULD BE GALVANIZED PRIOR TO PAINTING. FINISH NOTES: /(3 A3.2)/(4 A3.2) /(5 A3.2) SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER 7/6/2022 3:45:49 PMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA3.1 BUILDING ELEVATIONS 21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INC BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 MEYERS+ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO, CA 94111 SWA GROUP 530 BUSH STREET, SUITE 500 SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 GARAGE HELIOS Real Estate Partners 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 HELIOS Real Estate Partners KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 NOMAR PARKING STRUCTURE 3/32" = 1'-0"A3.1 1 SOUTH ELEVATION 3/32" = 1'-0"A3.1 2 NORTH ELEVATION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 B ACDE 14'-7" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 4'-6"88'-1"LEVEL 09 10 16 1 1 18 13 3 12 4 EL= 5.33' EL= 19.91' EL= 30.41' EL= 40.91' EL= 51.41' EL= 61.91' EL= 72.41' EL= 82.91' EL= 93.41' 14 7 2 19 8 7 NOTE: FOR BALANCE OF INFORMATION, SEE SHEET (A3.1) LENGTH FOR 33'-0" 12LENGTH FOR 97'-6" 12 LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 BA C D E 14'-8"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"14'-7"92'-3"LEVEL 09 EL= 19.91' EL= 30.41' EL= 40.91' EL= 51.41' EL= 61.91' EL= 72.41' EL= 82.91' EL= 93.41' 10 16 17 12 4 12 6 12 17 11 2 EL= 5.33' 4 19 4 7 NOTE: FOR BALANCE OF INFORMATION, SEE SHEET (A3.1) LENGTH FOR 38'-5" 12 5'-6" 1'-0"VARIES AT EDGE5'-6" PANEL3"1'-7"3"EQ. EQ.VARIES AT EDGE5'-6"EDGE OF EACH PANEL 1'-10"EQ.EQ.PLAN EDGE OF EACH PANEL MIDDLE ROW OF PANELS, HEIGHT VARIES, SEE ELEVATIONS BOTTOM ROW OF PANELS, HEIGHT VARIES, SEE ELEVATIONS ELEVATION EDGE OF EACH PANEL TOP ROW OF PANELS, HEIGHT VARIES, SEE ELEVATIONS GAP2 1/2"GAP2 1/2"INDICATES DIFFERENT OPENNESS FOR THE ROUND STAGGERED PATTERN INDICATES DIFFERENT OPENNESS FOR THE ROUND STAGGERED PATTERN INDICATES DIFFERENT OPENNESS FOR THE ROUND STAGGERED PATTERN NOTES: 1. SEE FINISH SCHEDULE NOTE ON SHEET FOR BALANCE OF INFORMATION ON OVERALL REQUIRED OPENNESS FOR THE PANEL SYSTEM. 2. SEE DETAIL FOR BALANCE OF INFORMATION. INDICATES BENT LOCATION 12 (A3.1) /(3 A3.2) 5'-6" 2'-9" 5'-6" INDICATES STAGGERED DIMENSION FOR MIDDLE ROW PANELS INDICATES GAP BETWEEN THE 3 ROWS OF PANEL. IF ADDITIONAL PANELS ARE REQUIRED TO MEET THE OVERALL HEIGHT (AS INDICATED ON ELEVATIONS) WITHIN EACH ROW OF PANELS, THE INTENT IS TO HAVE AS FEW PANELS AS POSSIBLE TO BE STACKED TO MAKE UP THE HEIGHT, AND WITH AS TIGHT A HORIZONTAL JOINT AS ALLOWED SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER 7/6/2022 3:45:57 PMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA3.2 BUILDING ELEVATIONS 21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INC BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 MEYERS+ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO, CA 94111 SWA GROUP 530 BUSH STREET, SUITE 500 SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 GARAGE HELIOS Real Estate Partners 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 HELIOS Real Estate Partners KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 NOMAR PARKING STRUCTURE 3/32" = 1'-0"A3.2 2 EAST ELEVATION 3/32" = 1'-0"A3.2 1 WEST ELEVATION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE 1/2" = 1'-0"A3.2 3 BENT PANEL PROFILE 1/2" = 1'-0"A3.2 4 BENT PANEL LAYOUT 1/2" = 1'-0"A3.2 5 BENT PANEL DESIGN INTENT LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 1234514131267891011 4'-6"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"14'-7"AT EAST RAMP LEVEL 09 92'-7"1.62.22.75.7 LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 1234514131267891011 10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"14'-7"LEVEL 09 AT GRID A.3 5 .7 % 5 .7 % 5 .7 % 5 .7 % 5 .7 % 1.62.22.75.7 5 .7% 5 .7 % 5 .7 % SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER 6/20/2022 4:40:13 PMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA3.3 BUILDING SECTIONS 21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INC BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 MEYERS+ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO, CA 94111 SWA GROUP 530 BUSH STREET, SUITE 500 SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 GARAGE HELIOS Real Estate Partners 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 HELIOS Real Estate Partners KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 NOMAR PARKING STRUCTURE 3/32" = 1'-0"A3.3 2 LONGITUDINAL SECTION 3/32" = 1'-0"A3.3 1 LONGITUDINAL SECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 BA C 10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"14'-7"AT GRID 12 A.7 LEVEL 09 B.3A.8A.3 C.3 92'-3"STORAGE LEVEL 01 LEVEL 02 LEVEL 03 LEVEL 04 EL= 40.91' EL= 30.41' EL= 19.91' EL= 5.33' LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 BA C D E EL= 51.41' EL= 61.91' EL= 72.41' EL= 82.91' B.5 C.2A.7 LEVEL 09 A.3 D.4C.5C.3 EL= 93.41'103'-3"15'-2"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"10'-6"14'-7"AT GRID 3 SHEET NUMBER TITLE Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL MEP LANDSCAPING OWNER 6/20/2022 4:40:20 PMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA3.4 BUILDING SECTIONS 21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INC BKF ENGINEERS 150 CALIFORNIA STREET, SUITE 600 SAN FRANCISCO, CA 94111 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 MEYERS+ENGINEERS 98 BATTERY STREET, SUITE 500 SAN FRANCISCO, CA 94111 SWA GROUP 530 BUSH STREET, SUITE 500 SAN FRANCISCO, CA 94108 WATRY DESIGN INC 2099 GATEWAY PLACE, SUITE 550 SAN JOSE, CA 95110 GARAGE HELIOS Real Estate Partners 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 44 MONTGOMERY ST, 3RD FLOOR SAN FRANCISCO, CA 94104 HELIOS Real Estate Partners KING STREET PROPERTIES 800 BOYLSTON STREET, SUITE 1570 BOSTON, MA 02199 NOMAR PARKING STRUCTURE 3/32" = 1'-0"A3.4 2 TRANSVERSE SECTION 3/32" = 1'-0"A3.4 1 TRANSVERSE SECTION 2 Bryant Street Suite 300 San Francisco, CA 94105 t 415.856.3000 f 415.856.3001 www.perkinswill.com MARK ISSUE DATE NOTE:FOR LOCATIONS,SEE PLAN1'-9" 1'-9"5'-2"4'-10"10'-0"3'-6"1'-0"1'-0"CALTRANS TYPE I (10) ARROWAT CONCRETE SURFACES• 2" PAINTED BLACK BORDER• PAINTED YELLOW INTERIORON ASPHALT SURFACES• PAINTED ALL WHITEPLANNOTE:FOR LOCATION,SEE PLANSPLAN"STOP" LETTERINGAT CONCRETE SURFACES• PAINTED YELLOWON ASPHALT SURFACES• PAINTED WHITESTOP LINEAT CONCRETE SURFACES• 2" PAINTED BLACK BORDER• PAINTED YELLOW INTERIORON ASPHALT SURFACES• PAINTED ALL WHITE8'-0"10"6'-4"10"8'-0"1'-0"1'-3"PLAN1'-9" 1'-9"5'-2"4'-10"10'-0"1'-0"8'-0"3'-6"1'-0"1'-0"5'-4""EXIT" LETTERINGAT CONCRETE SURFACES• PAINTED YELLOWON ASPHALT SURFACES• PAINTED WHITENOTE:FOR LOCATIONS, SEE PLANCALTRANS TYPE I (10) ARROWAT CONCRETE SURFACES• 2" PAINTED BLACK BORDER• PAINTED YELLOW INTERIORON ASPHALT SURFACES• PAINTED ALL WHITE"ENTRY" LETTERINGAT CONCRETE SURFACES• PAINTED YELLOWON ASPHALT SURFACES• PAINTED WHITENOTE:FOR LOCATIONS, SEE PLANPLAN1'-9" 1'-9"5'-2"4'-10"10'-0"1'-0"8'-0"3'-6"1'-0"1'-0"8'-0"CALTRANS TYPE I (10) ARROWAT CONCRETE SURFACES• 2" PAINTED BLACK BORDER• PAINTED YELLOW INTERIORON ASPHALT SURFACES• PAINTED ALL WHITEPLANR=2'-0 1/2"R=3'-2"1'-0"2'-6" 2'-6"5'-0"3'-0"1'-0"8'-0"2'-6"3'-6"3'-0" 3'-0"6'-0"8'-0""ENTRY" LETTERINGAT CONCRETE SURFACES• PAINTED YELLOWON ASPHALT SURFACES• PAINTED WHITENOTE:FOR LOCATIONS, SEE PLANCALTRANS TYPE IV ARROWAT CONCRETE SURFACES• 2" PAINTED BLACK BORDER• PAINTED YELLOW INTERIORON ASPHALT SURFACES• PAINTED ALL WHITEFOR ARROW DIRECTION,SEE PLANSPLAN1'-0"2'-6" 2'-6"5'-0"3'-0"1'-0"8'-0"5'-4"2'-6"3'-6"3'-0" 3'-0"6'-0"R=2'-0 1/2"R=3'-2""EXIT" LETTERINGAT CONCRETE SURFACES• PAINTED YELLOWON ASPHALT SURFACES• PAINTED WHITENOTE:FOR LOCATIONS, SEE PLANCALTRANS TYPE IV ARROWAT CONCRETE SURFACES• 2" PAINTED BLACK BORDER• PAINTED YELLOW INTERIORON ASPHALT SURFACES• PAINTED ALL WHITEFOR ARROW DIRECTION,SEE PLANSPLAN1'-0"2'-6"2'-6"2'-6"3'-6"2'-0"3'-0"7'-10"5'-2"13'-0"R=2'-0 1/2"R=3'-2"1'-9"1'-9"7'-3"5'-0"NOTE:FOR LOCATIONS, SEE PLANCALTRANS TYPE VII ARROW, STRAIGHT AND TURN ARROWAT CONCRETE SURFACES• 2" PAINTED BLACK BORDER• PAINTED YELLOW INTERIORON ASPHALT SURFACES• PAINTED ALL WHITEFOR ARROW DIRECTION,SEE PLANSPLANACCESSIBLE18'-0"4" WIDE 'WHITE' SINGLE STRIPEDASHED LINE INDICATES EXTENT OF STALL9'-0" 5'-0"EQ. EQ.CLADA STALL SIGN, FOR LOCATION AND MOUNTING TYPE SEE PLANS4" WIDE PAINTED BLUE STRIPING (BORDER)3'-6"4" WIDE PAINTED 'WHITE' STRIPINGo/c3'-0"2"2"ACCESSIBLE MARK, SEE DETAILFOR LOCATION OF ACCESS AISLE, SEE PLANS2"2"2"2""NO PARKING" LETTERING, 'WHITE', 12" HIGH MIN. COMPACT17'-0"8'-0"LETTERING AS SHOWN, 10" HIGH, 'YELLOW', ALIGN TO END OF STALL AND CENTERED ON STALL WIDTHEND OF STRIPE LOCATION, SEE PLANS'YELLOW' DOUBLE STRIPE, SEE DETAILDASHED LINE INDICATES EXTENT OF STALLSTANDARD18'-0"8'-6"'YELLOW' DOUBLE STRIPE, SEE DETAILEND OF STRIPE LOCATION, SEE PLANSDASHED LINE INDICATES EXTENT OF STALLVAN ACCESSIBLE18'-0"4" WIDE 'WHITE' SINGLE STRIPEDASHED LINE INDICATES EXTENT OF STALL9'-0" 8'-0"EQ. EQ.CL'VAN ACCESSIBLE' STALL SIGN, FOR LOCATION AND MOUNTING TYPE SEE PLANS4" WIDE PAINTED BLUE STRIPING (BORDER)3'-6"4" WIDE PAINTED 'WHITE' STRIPINGo/c3'-0"2"2"ACCESSIBLE MARK, SEE DETAILINDICATES STALL TYPE, SEE PLANS FOR LOCATIONS (NOT PAINTED ON SURFACE)VANACCESS AISLE TO BE RIGHT SIDE OF STALL ONLY2"2"2"2""NO PARKING" LETTERING, 'WHITE', 12" HIGH MIN. VAN ACCESSIBLE EVCS18'-0"DASHED LINE INDICATES EXTENT OF STALL12'-0" 5'-0"o/c3'-0"FOR LOCATION OF ACCESS AISLE, SEE PLANSEQ. EQ.CLE.V. CHARGING STATION, FOR LOCATIONS SEE PLANS. FOR CHARGER, SEE DETAIL"NO PARKING" LETTERING, 'YELLOW', 12" HIGH MIN. LETTERING AS SHOWN, 12" HIGH, 'YELLOW', ALIGN TO END OF STALL AND CENTERED ON STALL WIDTH3'-6"2"2"2"2"4" WIDE 'YELLOW' SINGLE STRIPE2"2"1'-0"'VAN ACCESSIBLE' STALL SIGN, FOR LOCATION AND MOUNTING TYPE SEE PLANSEVCSVANINDICATES STALL TYPE, SEE PLANS FOR LOCATIONS (NOT PAINTED ON SURFACE)4" WIDE PAINTED 'YELLOW' STRIPING (IF SHARED WITH ADA STALL, USE ADA COLORS)48"x30" CLEAR ZONENOTE:IF LOADING ZONE IS SHARED w/ADA STALL, USE ADA COLORSWHEEL STOP, IF REQ'D. SEE DETAILEVSE - E.V. SUPPLY EQUIPMENT (FUTURE INSTALL)18'-0"END OF STRIPE LOCATION, SEE PLANS'YELLOW' DOUBLE STRIPE, SEE DETAILDASHED LINE INDICATES EXTENT OF STALLFUTURE LOCATION OF E.V. CHARGING STATION, FOR LOCATIONS SEE PLANS. PROVIDE CONDUIT AND EMBED ONLY, SEE DETAIL8'-6"INDICATES FUTURE EV CHARGER, NOT PAINTED ON SURFACEEVFEVSEINDICATES STALL TYPE, SEE PLANS FOR LOCATIONS (NOT PAINTED ON SURFACE)AMBULATORY EVCS18'-0"DASHED LINE INDICATES EXTENT OF STALL10'-0"LETTERING AS SHOWN, 12" HIGH, 'YELLOW', ALIGN TO END OF STALL AND CENTERED ON STALL WIDTHE.V. CHARGING STATION, FOR LOCATIONS SEE PLANS. FOR CHARGER, SEE DETAIL4" WIDE 'YELLOW' SINGLE STRIPE2"2"2"2"EVCSAMBINDICATES STALL TYPE, SEE PLANS FOR LOCATIONS (NOT PAINTED ON SURFACE)ACCESSIBLE EVCS18'-0"DASHED LINE INDICATES EXTENT OF STALL9'-0" 5'-0""NO PARKING" LETTERING, 'YELLOW', 12" HIGH MIN. 3'-6"4" WIDE PAINTED 'YELLOW' STRIPING (IF SHARED WITH ADA STALL, USE ADA COLORS)o/c3'-0"FOR LOCATION OF ACCESS AISLE, SEE PLANS2"2"2"2"E.V. CHARGING STATION, FOR LOCATIONS SEE PLANS. FOR CHARGER, SEE DETAIL48"x30" CLEAR ZONEEQ. EQ.CLLETTERING AS SHOWN, 12" HIGH, 'YELLOW', ALIGN TO END OF STALL AND CENTERED ON STALL WIDTH4" WIDE 'YELLOW' SINGLE STRIPE2"2"'ACCESSIBLE' STALL SIGN, FOR LOCATION AND MOUNTING TYPE SEE PLANS1'-0"EVCSACCINDICATES STALL TYPE, SEE PLANS FOR LOCATIONS (NOT PAINTED ON SURFACE)NOTE:IF LOADING ZONE IS SHARED w/ADA STALL, USE ADA COLORSWHEEL STOP, IF REQ'D. SEE DETAILEVCS - E.V. CHARGING STATION (DAY ONE INSTALL)18'-0"LETTERING AS SHOWN, 10" HIGH, 'YELLOW', ALIGN TO END OF STALL AND CENTERED ON STALL WIDTHEND OF STRIPE LOCATION, SEE PLANS'YELLOW' DOUBLE STRIPE, SEE DETAILDASHED LINE INDICATES EXTENT OF STALLE.V. CHARGING STATION, FOR LOCATIONS SEE PLANS. FOR CHARGER, SEE DETAIL8'-6"EQ. EQ.CLE.V. STALL SIGNINDICATES EV CHARGER, NOT PAINTED ON SURFACEEVEVCSINDICATES STALL TYPE, SEE PLANS FOR LOCATIONS (NOT PAINTED ON SURFACE)CLEAN AIR/VANPOOL/EV18'-0"8'-6"'YELLOW' DOUBLE STRIPE, SEE DETAILEND OF STRIPE LOCATION, SEE PLANSDASHED LINE INDICATES EXTENT OF STALLLETTERING AS SHOWN, 10" HIGH, 'YELLOW', ALIGN TO END OF STALL AND CENTERED ON STALL WIDTHEDGE OF STALL9" RADIUS, TYP.4" WIDE PAINTED'YELLOW' STALLSTRIPE TYP.SLOPED WASHGRID6"TYP.2'-0"9" TYP. 9" TYP.TYP.1'-6"1'-0"DOUBLE STRIPE - AT 90 DEGREE PARKINGCONC. CURB1'-0"2'-0" TYP.2'-0" TYP.END OF STALLAT WALLAT CURBAT WASHBLUEWHITEEND OF STALLACCESSIBLE STALL MARKING18'-0" 9'-0" 3'-0"OR STANDARD TEMPLATE3'-0"AS APPROVED BY ARCHITECTCLCENTERED ON STALLEND OF STALL1 8 '-0 " 9'-0" CONT. EPOXY ADHESIVE BEAD AT CIRCUMFERENCE OF WHEEL STOP TO SLAB JOINT. DO NOT ALLOW ADHESIVE TO BLEED OUT FROM UNDER WHEEL STOPSECTION A-AAT ELEVATED SLAB CONNECTIONON DRIVERS SIDEPLANOF STALL2'-6" TO FRONT A3'-0" TO EDGE OF STALLCLA4'-0"BEVELED EDGES, TYP.Recycled Content Wheel Stop OptionFASTEN EACH WHEEL STOP TO ASPHALT, OR SLAB-ON-GRADEHOLE FOR ANCHORINGON DRIVERS SIDEPLANSECTION A-AASPHALT/SLAB ON GRADE CONNECTIONOF STALL2'-6" TO FRONT A3'-0" TO EDGE OF STALLCLA4'-0"BEVELED EDGES, TYP.Recycled Content Wheel Stop OptionSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER7/13/2022 11:42:46 AMAutodesk Docs://Project Nomar-Burlingame/GAR_KSP-Helios-Project Nomar.rvtA6.1PARKING DETAILS21-033100% DESIGN DEVELOPMENT 06-21-2022WATRY DESIGN INCBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600SAN FRANCISCO, CA 941112099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110MEYERS+ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO, CA 94111SWA GROUP530 BUSH STREET, SUITE 500SAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEHELIOS Real Estate Partners44 MONTGOMERY ST, 3RD FLOOR SANFRANCISCO, CA 94104KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 0219944 MONTGOMERY ST, 3RDFLOOR SAN FRANCISCO,CA 94104HELIOS Real EstatePartnersKING STREETPROPERTIES800 BOYLSTON STREET,SUITE 1570 BOSTON, MA02199NOMAR PARKINGSTRUCTURE1/4" = 1'-0"A6.11STRAIGHT ARROW MARK1/4" = 1'-0"A6.17STOP MARK1/4" = 1'-0"A6.14EXIT STRAIGHT MARK1/4" = 1'-0"A6.13ENTRY STRAIGHT MARK1/4" = 1'-0"A6.15ENTRY TURN MARK1/4" = 1'-0"A6.16EXIT TURN MARK1/4" = 1'-0"A6.12STRAIGHT AND TURN MARK2 Bryant StreetSuite 300San Francisco, CA 94105t 415.856.3000f 415.856.3001www.perkinswill.comMARK ISSUE DATE3/16" = 1'-0"A6.119STALL TYPE3/16" = 1'-0"A6.114STALL TYPE3/16" = 1'-0"A6.113STALL TYPE3/16" = 1'-0"A6.120STALL TYPE3/16" = 1'-0"A6.122STALL TYPE3/16" = 1'-0"A6.118STALL TYPE3/16" = 1'-0"A6.123STALL TYPE3/16" = 1'-0"A6.121STALL TYPE3/16" = 1'-0"A6.117STALL TYPE3/16" = 1'-0"A6.115STALL TYPE3/16" = 1'-0"A6.125STALL STRIPE3/4" = 1'-0"A6.126ACCESSIBLE MARK1" = 1'-0"A6.127WHEEL STOP1" = 1'-0"A6.128WHEEL STOP 4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATEC0.0COVER SHEETKnow what'sbelow.before you dig.CallR1. OWNER/DEVELOPER: KING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO, CA 941042. CIVIL ENGINEER: BKF ENGINEERS4670 WILLOW ROAD, SUITE 250PLEASANTON, CA 94588TEL (925) 396-7700FAX (925) 396-7799 3. SITE ARCHITECT: PERKINS & WILL2 BRYANT STREET, SUITE 300SAN FRANCISCO, CA 94105TEL (415) 856-3000 4. LANDSCAPE ARCHITECT: SWA GROUP530 BUSH STREET, 6TH FLOORSAN FRANCISCO, CA 94108TEL (707) 224-22995. APN:026-301-180, 026-302-550, 026-302-530, 026-302-4006. UTILITIES:WATER SUPPLY:CITY OF BURLINGAMESEWAGE DISPOSAL:CITY OF BURLINGAMESTORM DRAIN:CITY OF BURLINGAMEELECTRIC:PG&EGAS:PG&ETELEPHONE:AT&TCABLE TELEVISION:COMCAST8. # OF PROPOSED PARCELS: 29. FLOOD ZONE DESIGNATION:ZONE AE(FLOOD ELEVATION 10 FT) - PER FEMA MAP NO. 06081C0151F MALCOLM ROAD OLD BAYSHORE HIGHWAYSTANTON ROADEXISTINGBUILDING TOBE REMOVED22,552± SFEXISTINGBUILDING TOBE REMOVED25,606± SFEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDING TOBE REMOVED9,797± SFEXISTINGBUILDINGEXISTINGBUILDING TOBE REMOVED10,133± SFNOTESC1.0EXISTING CONDITIONS4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATE MALCOLM ROAD OLD BAYSHORE HIGHWAYSTANTON ROAD C2.0BOUNDARY & EASEMENTDISPOSITION PLAN4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATE UPUPFECFECFECUPUPUPUP UPFECUPTRASHAREA TRASHAREABULKTANKSTORAGEBULKTANKSTORAGEMALCOLM ROAD NORTH BLDGSOUTH BLDGPRKG GARAGE BLDGOLD BAYSHORE HIGHWAYSTANTON ROAD810 STANTON ROAD820 STANTON ROAD820 MALCOLM ROAD827 MALCOLM ROAD840 MALCOLM ROADC3.0CIVIL SITE PLAN4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATE UPUPFECFECFECUPUPUPUP UPFECUPTRASHAREA TRASHAREABULKTANKSTORAGEBULKTANKSTORAGEMALCOLM ROAD NORTH BLDGSOUTH BLDGPRKG GARAGE BLDGOLD BAYSHORE HIGHWAYSTANTON ROAD FF 13.0FF 6.0FF 13.0FF 13.0FF 5.33FF 6.0FF 6.0FF 13.0FF 6.0LEGENDNOTES4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATEC4.0GRADING PLAN UPUPFECFECFECUPUPUPUP UPFECUPTRASHAREA TRASHAREABULKTANKSTORAGEBULKTANKSTORAGEMALCOLM ROADNORTH BLDGSOUTH BLDGPRKG GARAGE BLDGOLD BAYSHORE HIGHWAYSTANTON ROAD 4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATEC5.0UTILITY PLAN UPUPUPUPUPUPUPUPTRASHAREATRASHAREABULKTANKSTORAGEBULKTANKSTORAGER-2MALCOLM ROAD OLD BAYSHORE HIGHWAYSTANTON ROAD R-7P-1P-3P-5P-9S-1R-4R-1P-8R-6R-8P-7R-5R-3S-4S-3S-2S-5P-4P-2P-8R-9R-10P-10R-11R-2MALCOLM ROAD OLD BAYSHORE HIGHWAYSTANTON ROAD R-7P-1P-3P-5P-9S-1R-4R-1P-8R-6R-8P-7R-5R-3S-4S-3S-2S-5P-4P-2P-8R-9R-10P-10R-11LEGENDT1DMA XXNOTESABBREVIATIONSLEGENDT1DMA XXNOTESABBREVIATIONS4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATEC6.0STORMWATER PLAN1BIORETENTION AREA TYPE 1NTS2BIORETENTION AREA TYPE 2NTS FECUPUPUPUPUPTRASHAREABULKTANKSTORAGEOLD BAYSHORE HIGHWAYNORTH BLDGLEGENDUPUPFECFECUPFEC TRASHAREABULKTANKSTORAGESOUTH BLDGOLD BAYSHORE HIGHWAYSTANTON ROADPARKING GARAGE BLDGUPUPFECUPTRASHAREABULKTANKSTORAGESOUTH BLDGSTANTON ROADPARKING GARAGE BLDGFECUPUPUPUPUPTRASHAREABULKTANKSTORAGEOLD BAYSHORE HIGHWAYNORTH BLDG4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATEC7.0WB-40 TRUCK ACCESSPLANENTRANCE CONDITION 1 - SOUTH BLDG1"=20'ENTRANCE CONDITION 1 - NORTH BLDG1"=20'ENTRANCE CONDITION 2 - SOUTH BLDG1"=20'ENTRANCE CONDITION 2 - NORTH BLDG1"=20' FECUPUPUPUPUPTRASHAREAMALCOLM ROAD OLD BAYSHORE HIGHWAYNORTH BLDGLEGENDUPUPFECFEC UPFEC TRASHAREABULKTANKSTORAGESOUTH BLDGOLD BAYSHORE HIGHWAYSTANTON ROADPARKING GARAGE BLDGUPUPFECFEC UPFEC TRASHAREABULKTANKSTORAGESOUTH BLDGOLD BAYSHORE HIGHWAYSTANTON ROADPARKING GARAGE BLDGFECUPUPUPUPUPTRASHAREABULKTANKSTORAGEMALCOLM ROAD NORTH BLDG4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATEC8.0TRASH TRUCK ACCESSPLANENTRANCE CONDITION - NORTH BLDG1"=20'ENTRANCE CONDITION - SOUTH BLDG1"=20'EXIT CONDITION - NORTH BLDG1"=20'EXIT CONDITION - SOUTH BLDG1"=20' UPUPFECFECFECUPUPUPUP UPFECUPTRASHAREA TRASHAREABULKTANKSTORAGEBULKTANKSTORAGEMALCOLM ROAD NORTH BLDGSOUTH BLDGPRKG GARAGE BLDGOLD BAYSHORE HIGHWAYSTANTON ROAD810 STANTON ROAD820 STANTON ROAD820 MALCOLM ROAD827 MALCOLM ROAD840 MALCOLM ROADLEGENDNOTES4670 WILLOW ROADSUITE 250PLEASANTON, CA 94588(925) 396-7700www.bkf.comSHEET NUMBERTITLEJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTSTRUCTURALCIVILMEPLANDSCAPINGOWNER20210142© 2021 Perkins and WillPLANNING REVIEW PLANS 2022.07.18 NABIH YOUSSEFBKF ENGINEERS150 CALIFORNIA STREET, SUITE 600 SANFRANCISCO, CA 94111550 SOUTH HOPE STREET, SUITE 1700LOS ANGELES CALIFORNIA 90071MEYERS+ ENGINEERS98 BATTERY STREET, SUITE 500SAN FRANCISCO CA 94111SWA GROUP530 BUSH STREET,6TH FLOORSAN FRANCISCO, CA 94108WATRY DESIGN INC2099 GATEWAY PLACE, SUITE 550SAN JOSE, CA 95110GARAGEKING STREET PROPERTIES800 BOYLSTON STREET, SUITE 1570BOSTON, MA 02199HELIOS REAL ESTATE PARTNERS44 MONTGOMERY ST, 3RD FLOORSAN FRANCISCO,CA 94104800 BOYLSTON STREET,SUITE 1570BOSTON, MA 02199KING STREETPROPERTIESHELIOS REAL ESTATEPARTNERS44 MONTGOMERY ST, 3RDFLOORSAN FRANCISCO,CA 94104MARKISSUEDATEC9.0FIRE TRUCK ACCESSPLAN Item No. 9b Environmental Scoping City of Burlingame Environmental Scoping for New Life Science/Office Project Consisting of Three 11-Story Buildings and Two 10-Story Parking Garages Address: 1200 – 134 0 Bayshore Highway (Peninsula Crossing) Meeting Date: August 22, 2022 Request: Environmental Scoping to solicit input on a Notice of Preparation (NOP) for an Environmental Impact Report (EIR) for redevelopment of a 12 acre site with three, 11-story life science/office buildings totaling 1.46 million square feet with two, 10-story parking structures each with two levels of below grade parking. Applicant and Property Owner: DW Burlingame Venture, LLC – DivcoWest Architect: WRNS Studio APN: 026-113-470; 026-113-480; 026-142-140; 026-142-160; 026-142-170; 026-113-330; 026-113-450; 026- 142-110; 026-142-070; 026-142-150; 026-142-020; 026-142-030; 026-142-180 General Plan: Bayfront Commercial Lot Area: 523,776 SF (12.02 Acres) Zoning: BFC (Bayfront Commercial) Adjacent Development: Industrial Us es, Parks and Recreation, Hotels, Commercial Space and Offices Project Overview: Construction of three (3) new 11-story, 229-foot-tall (measured to top of mechanical screens) life science/office buildings totaling 1.46 million gross square feet and two (2) 10-story, 114.5-foot-tall parking garages with two levels below grade. Together, this proposed project is known as “Peninsula Crossing.” The proposed project would include 215,000 square feet of landscaped area and open s pace as well as new bike and pedestrian crossings of Easton Creek. A new 1,475-foot segment of the shoreline Bay Trail would be constructed. The proposed project would include new flood protection infrastructure and off-site roadway/circulation improvements. Environmental Scoping: The City is preparing an Environmental Impact Report (EIR) to evaluate environmental impacts associated with the proposed Peninsula Crossing project in compliance with the California Environmental Quality Act (CEQA). Upon deciding to prepare an EIR, the City as lead agency must issue a Notice of Preparation (NOP) to inform the Governor’s Office of Planning and Research (OPR), trustee and responsible agencies, and the public of that decision (CEQA Guidelines §15082(a)). The City issued the NOP on August 12, 2022, and the comment period closes on September 12, 2022, at 5:00 p.m. (please see attachment for details on how to submit a comment). As part of the NOP scoping process, staff is requesting that the Planning Commission review and comment on the scope of the Draft Environmental Impact Report (DEIR), and provide input on any potential environmental effects that should be studied in the EIR . Please refer to the attached Notice of Preparation for additional information regarding the environmental review for this project. Potential environmental effects related to the following resource topics will be considered in the DEIR : ▪ Aesthetics ▪ Hydrology and Water Quality ▪ Agricultural Resources ▪ Land Use and Planning ▪ Air Quality ▪ Mineral Res ources ▪ Biological Resources ▪ Noise ▪ Cultural/ Tribal Cultural Resources ▪ Population and Housing ▪ Greenhouse Gas Emissions ▪ Public Services and Recreation ▪ Energy ▪ Transportation ▪ Geology and Soils ▪ Utilities and Service Systems ▪ Hazards and Hazardous Materials ▪ Wildfire Environmental Scoping 1200-1340 Bayshore Highway Page 2 of 6 The issues identified by the Commission will be incorporated into the environmental documents for the project. The City has entered a contract with ESA (Environmental Science Associates) to prepare an Environmental Impact Report for this project. CEQA Overview: An overview of the EIR process is provided in Table 1 below. EIR preparation begins with initial project review, circulation of a Notice of Preparation (NOP) and scoping. Following the NOP, preparation of a Draft EIR commences. The Draft EIR will evaluate potentially significant impacts of the proposed project, identify mitigation measures that could lessen or avoid significant impacts, and identify project alternatives that could reduce significant impacts. Once completed, the Draft EIR is required under State law to be circulated for public review for a minimum of 45 days. This is followed by preparation of a Final EIR, based on comments received during the public DEIR review, as well as the preparation of an environmental Mitigation Monitoring and Reporting Program (MMRP). The MMRP is a matrix or detailed table identifying all of the mitigation measures in the EIR, along with the responsible parties, and must be incorporated into the project approval. The Final and Draft EIR document, along with the required project entitlements, would be reviewed by the Planning Commission at additional noticed public hearings in the future prior to any decision on the project. Table 1: EIR Process Overview Activity Purpose Public Participation Opportunity 1 Notice of Preparation (NOP) Communicates to the public, agencies, and organizations an EIR is being prepared. Also serves to solicit input on the scope and content of the environmental information to be included in the EIR. Public Meeting(s). A scoping meeting informs the public that the City is evaluating a project under CEQA and allows the City to solicit public comment and identify possible impacts. 2 Draft EIR (DEIR) The DEIR is the first iteration of environmental analyses collecting the project description, identification of impacts, technical studies, mitigation measures and alternatives DEIR includes publication of NOP public comments. 3 Notice of Availability (NOA) An NOA signals that the DEIR is available for public review and comment for no less than 45 days. The NOA also identifies where the DEIR may be reviewed and how to submit comments on the DEIR. Public Comment. The NOA is typically circulated to nearby property owners and occupants, posted at the site, posted on the city's project website, and filed with the State Clearinghouse. The public may submit comments at any time during the 45- day public comment period. Public Hearing. A public meeting is held to solicit comments from the Planning Commission and the public on the Draft EIR during the public comment period. 4 Final EIR A Final EIR includes responses to public comments received after release of the DEIR and any additional relevant project information. FEIR includes comments and responses to DEIR public comments. 5 Ce rtification A certification is an official position taken by the City Council indicating that the EIR has complied with CEQA for the identified project. Public Hearing. The decision-making body certifies the EIR at a Public Hearing with a portion of the meeting is dedicated to public comment. Site Description: The Project site is located along the San Francisco Bay shoreline in northeastern Burlingame, approximately 1.2 miles south of the San Francisco International Airport (SFO) and one and a half miles east of the Millbrae Multimodal Transit Center. U.S. Highway 101 (US -101) exists approximately 200 feet west of the site. The property is approximately 12 acres and consists of 13 parcels . Environmental Scoping 1200-1340 Bayshore Highway Page 3 of 6 Existing buildings in the project vicinity consist primarily of commercial office, light industrial, and airport- supporting warehouses and surface parking. Unpaved segments of the San Francisco Bay Trail (Bay Trail) approach and terminate at the north and south ends of the Project site. The property includes eight existing 1- to 3-story commercial buildings surrounded by asphalt parking lots. Easton Creek, tidal salt marsh areas, and an unnamed remnant tidal channel run west to east through the Project site to the Bay. The site is within the Bayfront Commercial General Plan land use designation and within the Bayfront Commercial (BFC) zoning district. Project Summary: The proposed Project would include demolition of 119,000 gross square feet (gsf) of existing commercial buildings and surface parking lots and construction of three (3) life science/office buildings totaling approximately 1.46 million gsf and two parking structures containing a total of 3,525 parking spaces. Each life science/office building would be 11 stories above grade and approximately 213 feet in height to parapets (229 feet to top of mechanical penthouse). Parking structures would be 10- to 10.5-stories above grade and two stories below grade, and a maximum of approximately 115 feet in height to parapets. FIGURE 1 – Illustrative Site Plan Environmental Scoping 1200-1340 Bayshore Highway Page 4 of 6 The proposed Project provides for flexibility in the end use, ranging from an overall building program of 100 percent life science use to a 100 percent professional office use or a combination thereof. The proposed Project also includes various amenities, as well as a total of 5,000 square-foot of café/restaurant space located in two of the proposed buildings . The proposed Project is estimated to generate between 4,088 and 5,226 net new jobs onsite. TABLE 2 – Proposed Uses by Structure Peninsula Crossing Use Proposed Amount Building 1 Office/Research and Development Retail/Café/Restaurant Use (split between two buildings) 368,000 SF 5,000 SF Building 2 Office/Research and Development 632,000 SF Building 3 Office/Research and Development 455,000 SF Parking Garage South 595,200 SF/ 1,787 parking spaces Parking Garage North 559,000 SF/ 1,738 parking spaces Landscaping and Publicly Accessible Open Space: The proposed Project’s conceptual site plan shows the proposed life science/office buildings and parking structures sited within open landscaped spaces with a variety of public amenities and gathering spaces throughout the property. A new 1,475-foot segment of Bay Trail is proposed to connect the current trail gap along the Project site, and a total of 215,000 square feet (approximately 41 percent) of the Project site would be landscaped and publicly accessible open space. Open spaces include areas surrounding Easton Creek, the unnamed remnant tidal channel, and the shoreline frontage. The proposed buildings are situated to provide view corridors through the site to the Bay. A public plaza and seating area is proposed at the intersection of Bayshore Highway and Airport Boulevard/Broadway. The Project proposes sea level rise protection measures in com pliance with the requirements of the City of Burlingame Municipal Code. Parking and Circulation: Parking for up to 3,525 vehicles will be available on site, with 1,787 spaces in the south parking garage and 1,738 spaces in the north parking garage. No surface parking spaces are proposed. Within the parking garages, 20 spaces will be offered for Bay Trail users and 20 spaces will be offered for retail users. 10% of the parking spaces will be EV stalls. The entrance to each parking garage will be accessed from Bayshore Highway. A total of 647 bicycle parking spaces will be provided between the three buildings. Proposed off-site improvements include new and enhanced roadway, bicycle, and pedestrian facilities along Bayshore Highway. These include lane restriping, new medians, and signal modifications at the California Department of Transportation (Caltrans) intersection of US -101 northbound and southbound off-ramps (at Bayshore Highway and Broadway, respectively). Additional improvements to street lighting and landscaping would be made along Bayshore Highway in the vicinity of the Project site. Environmental Scoping 1200-1340 Bayshore Highway Page 5 of 6 Entitlements: Staff has identified the discretionary approvals required for development of the proposed Project which are anticipated to include, but may not be limited to, the following: CEQA Environmental Review Commercial Design Review Tentative Map Special Permits for Height above 65 feet and Tier 3 Intensity (per BFC Zone) Master Sign Program Off-site Improvements Development Agreement Additional approvals and/or permits required for development of the proposed Project may be obtained from the following Responsible or Trustee agencies, including but not necessarily limited to, Caltrans, San Francisco Bay Conservation and Development Commission (BCDC), California Department of Fish and Wildlife (CDFW), San Francisco Regional Water Quality Control Board (RWQCB), and U.S. Army Corps of Engineers. Project Phasing: The Project is expected to be constructed in three overlapping phases, for a total duration of slightly more than three years. General Plan and Zoning: The Burlingame General Plan designates this site as Commercial Land Uses : Bayfront Commercial (BFC ). The zoning designation for the site is Bayfront Commercial (BFC), which permits offices, research and development, and restaurant uses. Planning Commission Action: The Planning Commission received a preview of this application at the Joint City Council/Planning Commission meeting on April 23, 2022 and public comment was also taken at this time. The application is currently being reviewed by various City departments. In this meeting, the Planning Commission should provide comments on the scope of the EIR , including any specific environmental issues that the Commission feels should be considered in the EIR. The Commission should also take public comment on the scope of the EIR . This is not a Design Review Study item. The application will return to the Planning Commission at a subsequent meeting to receive input on the design of the project once departments have completed plan checks . For this meeting, the Planning Commission should limit its questions and comments to the scope of the environmental review. Kelly Beggs Cons ulting Planner Catherine Keylon Senior Planner c: DW Burlingame Venture LLC (DivcoWest) c/o Virginia Calkins, applicant and property owner Ben Mickus, AIA, LEED, WRNS Studio, architect Environmental Scoping 1200-1340 Bayshore Highway Page 6 of 6 Attachments : Notice of Preparation (NOP) of a Draft Environmental Impact Report, dated August 12, 2022 Application to the Planning Commission Special Permit Applications (with consistency with GP Goals & Policy Overview) - Building Height - Tier 3 with Community Benefits Summary Environmental Information Form Climate Action Plan (CAP) Consistency Checklist Notice of Public Hearing – Mailed August 12, 2022 Area Map City of Burlingame Community Development Department 501 Primrose Road (650) 558-7250 planningdept@burlingame.org Authorization to Reproduce Project Plans: I hereby grant the City of Burlingame the authority to post plans submitted with this application on the City’s website as part of the Planning approval process and waive any claims against the City arising out of or related to such action. _________ (Initials of Architect/Designer) Project Application - Planning Division Type of Application: Accessory Dwelling Unit Conditional Use/Minor Use Permit Design Review Hillside Area Construction Permit Minor Modification Special Permit Variance Other Project Address: Assessor’s Parcel #: Zoning: Project Description: Applicant Property Owner Name: Name: Address: Address: Phone: Phone: E-mail:E-mail: Architect/Designer Name: Address: Phone: E-mail: Burlingame Business License #:* Architect/Designer must have a valid Burlingame Business License. Applicant: I hereby certify under penalty of perjury that the information given herein is true and correct to the best of my knowledge and belief. Applicant’s signature: Date: Property Owner: I am aware of the proposed application and hereby authorize the above applicant to submit this application to the Planning Division. Property owner’s signature: Date: Date Application Received (staff only): ,C/O,, 1200-1340 Old Bayshore Highway DW Burlingame Venture LLC Ben K. Mickus, AIA 415-510-5538 bmickus@wrnsstudio.com DW Burlingame Venture LLC 933301 See below BFC WRNS Studio 501 2nd Street, #502 San Francisco, CA 94107 4 4 The Project would consist of three office/life science buildings totaling approximately 1.46 million gsf, two parking structures, various amenities including ~3.5 acres of public open space and sea level rise infrastructure, and 5,000 square feet of cafe/restaurant in the southernmost building, at APNs 026113470, 026113330, 026113480, 026113450, 026142110, 026142070, 026142140, 026142150, 026142160, 026142170, 026142020, 026142030, 026142180. (See supplemental environmental evaluation materials for a more detailed project description) DocuSign Envelope ID: 88A13C28-249D-4101-92BA-2A47BD6F4698 3/24/2022Michael Carp 3/24/2022Michael Carp 1200-1340 Old Bayshore Highway – Special Use Permit, Project Consistency with the General Plan Explain how the additional development capacity is consistent with General Plan goals and policies The General Plan land use map designates the project site as Bayfront Commercial (BFC), which allows a maximum FAR of 3.0. Permitted uses in the BFC designation include restaurants, retail, and higher intensity office uses. Development in the BFC designation should prioritize public access to the waterfront. The Bayfront neighborhood covers approximately 2.5 linear miles of frontage along the Bay. It is characterized by the Bayfront, recreation and open space resources, office buildings, hotel, and restaurants that benefit from their proximity to San Francisco International Airport. The vision for the Bayfront is to be a regional recreation and business destination, with industrial and office uses as preferred uses. The Project’s uses are consistent with the BFC designation, with an average FAR of approximately 2.79 across the Project site, below the allowable 3.0 in the General Plan. The Project will make major contributions to City and regional efforts to combat sea level rise-related policies in the General Plan. The Project has been designed to account for sea level rise, consistent with policies CC-6.7, CS-5.3, HP-5.10, IF-4.3. It will maintain an adequate setback from the Bay, and building and shoreline infrastructure will have a sufficient elevation to account for future sea level rise conditions. The Project also proposes a variety of major shoreline improvements to address sea level rise and flooding both on the project site and beyond, such as enhancing the existing tidal marsh, creating a “soft” or “living” shoreline where feasible, and the construction of earthen berms, sea walls, flood walls, and riprap slopes. The Project’s office space and life science uses are designed to be world-class facilities that will help transform the Bayfront neighborhood into a business destination and economic engine, increasing the number of local jobs and the fiscal impact of new business growth. Specifically, the Project will advance economic development goals and policies, including Goal ED-1 to maintain a diversified economic base that provides a wide range of business and employment opportunities capable of ensuring a healthy and prosperous economy for generations to come. The Project will further Policy ED- 1.1, which calls for the City to encourage development of new office, research, and technology spaces to diversify the types of businesses in Burlingame, specifically focusing on the Bayfront. Similarly, the Project will support Policy ED-2.10, which seeks to position the Bayfront area as a location for larger office-based and research and development businesses as a complement to the hospitality business. Consistent with Policy ED-1.6, the Project will provide numerous community benefits to the City, while also expanding the City’s economic base. The Project will construct a critical missing segment of the Bay Trail, creating continuous public access along the Bay from SFO to Redwood Shores, and will provide new and enhanced open spaces, increasing access to the Bay and recreation opportunities for all community members, consistent with Policies CC-5.4, HP-1.3, and HP-4.12. The proposed landscaping for the Project is native, drought-resistant, climate appropriate, and sustainably designed, consistent with Policy IF-2.13. Additionally, the Project has been designed to increase the pedestrian view corridor width toward the Bay, compared to existing conditions, consistent with Policy CC-6.1 regarding ensuring that new development preserves public views to the waterfront. The Project will include features and programs to advance the City’s transportation goals and policies, including a robust TDM program and increased shuttle system consistent with Goal M-5 and Policies CC-1.5, M-1.2, M-4.7, M-5.1, and M-8.2. The project will develop local transit and bicycle connections consistent with Policy ED-2.3. The project will expand pedestrian and bicycle access to the Bayfront, including the extension of the Bay Trail, consistent with Policies CC-6.5, M-2.1, and M-14.2. The Project also proposes intersection improvements that will increase pedestrian and bicycle safety, consistent with Policy M-1.3. The project will provide wayfinding signage and support facilities for bicyclists, consistent with Policies M-3.5, M-3.6, and M-14.4. The project will provide electric vehicle parking spaces and infrastructure, consistent with Policy M-8.1. City of Burlingame Community Development Department 501 Primrose Road P (650) 558-7250 www.burlingame.org City of Burlingame Special Permit Application – Building Height The Planning Commission is required by law to make findings as defined by the City’s Ordinance (Chapter 25.78). Your answers to the following questions can assist the Planning Commission in making the decision as to whether the findings can be made for your request. Refer to the end of this form for assistance with these questions. 1. Explain how the proposed modification to standards respects and preserves the character of the neighborhood in which the project is located. The proposed project includes 5 new structures (3 office/life science buildings, 2 parking garages) and new sitework and landscaping for the entirety of the site around the buildings. The new office buildings are generally consistent with large hotels and commercial buildings in the neighborhood. They are somewhat taller than nearby structures, but their massing and scale is broken down to be similar to the frontage widths of surrounding buildings. Buildings are rotated on the site so their broad faces are perpendicular to Old Bayshore Highway, resulting in an increase in pedestrian view corridor width toward the bay, compared to existing conditions. Each of the buildings is also subdivided into several distinct massing "segments" with architectural reveals, plane changes, and balconies separating one massing segment from the next. The spacing between buildings is such that sunlight hits the ground for a substantial area between buildings for much of the year. The site design and landscaping includes a variety of public paths for both pedestrians and cyclists. 2. Explain how the proposed modification to standards results in a project that is designed and arranged to provide adequate consideration to ensure the public health, safety, and general welfare, and to prevent adverse effects on neighboring properties. The project is designed to increase public health, safety and general welfare compared to the existing conditions that the project will be replacing. The project includes robust sea level infrastructure, contributing to long term flood protection and sea level rise resiliency for the community at large. The project features an extensive network of pedestrian and bicycle improvements including a new Bay Trail segment, supporting recreation and health for visitors and residents. New and improved crosswalks over Old Bayshore Highway will benefit users of the property, but also adjacent users, visitors, and the broader public. In the public health category, the project will provide a central, dedicated indoor garbage, recycling and composting facility in each building, regularly serviced by building maintenance. A comprehensive stormwater management plan will be provided as part of the project, balancing water that flows to the bay with water that flows into city infrastructure. Water and sewer services will follow all applicable codes and regulations. Any hazardous materials brought to the site as part of building operations will follow all applicable codes and regulations. For public safety, the project will include approved automatic fire sprinkler and fire alarm systems and emergency responder radio communication systems. Site lighting and site access will be dramatically improved with clear indications of pathways, directions to the bay trail, and signage throughout for intuitive wayfinding. 3. Explain how the additional development capacity is consistent with General Plan goals and policies. Please see attached details on the project consistency with the General Plan. City of Burlingame Community Development Department 501 Primrose Road P (650) 558-7250 www.burlingame.org City of Burlingame Special Permit Application – Community Benefits The Planning Commission is required by law to make findings as defined by the City’s Ordinance (Chapter 25.78). Your answers to the following questions can assist the Planning Commission in making the decision as to whether the findings can be made for your request. Refer to the end of this form for assistance with these questions. A. Explain how the value of the community benefits provided is proportional to the value derived from the additional development capacity provided in Tiers 2 and 3. The project includes a wide variety of community benefits including, but not limited to the following: a) Public plazas: open area for public use at the intersection of Airport Blvd. The area includes various seating options, an amphitheater, convenience outlets and water to support a wide variety of public programming; b) Park space: the project includes over 3.5 acres of public park with native species and a range of recreation options; c) off-site streetscape improvements including street trees and improved pedestrian and bicycle safety options along Old Bayshore Highway, the Bay trail, and throughout the site; d) Sea Level Rise infrastructure: the project includes 17' crest elevation berms and sea walls along the Bay and 16' crest elevation infrastructure along Easton creek, engineered to provide sea level rise protection with a 100 year time horizon. B. Explain how the additional development capacity will not pose adverse impacts on the public health, safety, and general welfare, nor on neighboring properties in particular. The project proposes a density below the allowable density in the General Plan, which included environmental evaluation of the impacts of density on neighboring properties. Furthermore, the project proposes significant improvement to transportation infrastructure including reconfiguring of lanes and modified or new signal equipment at multiple intersections; new pedestrian crosswalks; new bike lane and sidewalk along Old Bayshore Highway; a new Bay Trail for bikes and pedestrians; and many new ancillary pathways. In addition, the project's sea level rise infrastructure contribute to flood protection and resilience on a regional scale. C. Explain how the additional development capacity is consistent with General Plan goals and policies. Please see attached document regarding General Plan consistency. City of Burlingame Planning Department 501 Primrose Road P(650) 558-7250 F(650) 696-3790 www.burlingame.org ENVIRONMENTAL INFORMATION FORM (to be completed by applicant when Negative Declaration or Environmental Impact Report is required) GENERAL INFORMATION Project Address: Applicant Name: Address: City/State/Zip: Phone: Assessor’s Parcel Number: Property Owner Name: Address: City/State/Zip: Phone: Permit applications required for this project (special permit, variance, subdivision map, parcel map, condominium permit, building permit, etc.): Related permits, applications and approvals required for this project by City, Regional, State and Federal Agencies: SITE INFORMATION Site size: Acres and Square Feet Existing Zoning: Existing use(s) of property: Total Number of Existing Parking Spaces1: Number of Compact Spaces1: Number of Existing Structures and Total Square Footage of Each: Will any structures be demolished for this project? Yes No Size and use of structures to be demolished: Are there any natural or man-made water channels which run through or adjacent to the site? Yes No If Yes, where? 1 City of Burlingame minimum standard parking space size is 9’x20’. The minimum size for compact parking spaces is 8’x17’. Refer to City of Burlingame Zoning Ordinance C.S. 25.70 for parking requirements for particular uses. 2 Refer to the City of Burlingame’s Urban Reforestation and Tree Protection Ordinance (C.S. 11.06) for tree removal permit and tree planting requirements. ENVREV.FRM 550 0 Number and size of existing trees on site2 Will any of the existing tress be removed? X Yes No If Yes, list number, size and type of trees to be removed: 63 trees to be removed, 17 of which are large enough toqualify as protected. Types include red ironbark gum, bushy yate, Bailey's acacia, Ngiaio, windmill palm & others. Unnamed remnant tidal channel at 1200 Old Bayshore Hwy 63 trees. See ENT -L-001 DW Burlingame Venture, LLC Environmental review under CEQA, Commercial Design Review, Tentative and Parcel Map, Building Permit, Special Permit (height and FAR), Master Sign Program, tree removal & replacement, demo, grading, & encroachment permits, Development Agreement, approval of offsite improvements DW Burlingame Venture, LLC Easton Creek, between 1290 and 1300 Old Bayshore HwyX All X 8 existing structures. See table on Page 6. Office, Retail, Restaurant, Hotel, Commercial, Vacant BFC(521,468 sf)11.97 FAA, BCDC, SFO Airport Land Use Commission, all applicable permits related to creek and waterways including RWQCB, Army Corps of Engineers, Department of Fish and Wildlife, BAAQMD, Caltrans, ABAG 026113470, 026113330, 026113480, 026113450, 026142110, 026142070, 026142140, 026142150, 026142160, 026142020, 026142030, 026142180, 026142170 1200-1338 Old Bayshore Highway DocuSign Envelope ID: 88A13C28-249D-4101-92BA-2A47BD6F4698 City of Burlingame Planning Department 501 Primrose Road P(650) 558-7250 F(650) 696-3790 www.burlingame.org Describe in general the existing surrounding land uses to the: North South East West PROPOSED PROJECT Project Description: Residential Projects: Number of Dwelling Units: Size of Unit(s): Household size (number of persons per unit) expected: Commercial/Industrial Projects: Type and square footage of each use: Estimated number of employees per shift: Will the project involve the use, disposal or emission of potentially hazardous materials (including petroleum products)? Yes No If Yes, please describe: Institutional Projects (public facilities, hospitals, schools): Major function of facility: Estimated number of employees per shift: Estimated Occupancy: For all Projects: Flood Hazard: Is this site within a special flood hazard area? Yes No Land Use: If the project involves a conditional use permit, variance or rezoning application, please explain why the applications are required3: 3 Please fill out and submit the appropriate application form 9variance special permit, etc.) ENVREV.FRM X (Partial) One Bay Plaza office building and associated parking lots Use and disposal of hazardous materials during construction and during office and life sciences operation will follow industry guidelines and comply with all applicable regulations. X 4,171 to 5,309 A special permit is required to allow the proposed building heights and floor area ratio (FAR). Office/Life Science - 1,455,000 gsf; Cafe/restaurant - 5,000 gsf Structured Parking - 3525 stalls N/A N/A N/A N/A N/A 0 The proposed Project includes three buildings of commercial development designed to accommodate Office / Life Science and accessory uses, loading, circulation, access components, and cafe/restaurant. Two parking structures (above and below-grade) will be integrated with the architectural and site design. The proposed site includes shoreline improvements, public open space and landscaped areas, pedestrian and bicycle infrastructure throughout, and a resilient sea level rise strategy along the shore and creek. Foundation systems will include auger cast piers. Old Bayshore Highway and commercial and industrial development Airport Boulevard and Highway 101 San Francisco Bay DocuSign Envelope ID: 88A13C28-249D-4101-92BA-2A47BD6F4698 City of Burlingame Planning Department 501 Primrose Road P(650) 558-7250 F(650) 696-3790 www.burlingame.org Building gross square footage: Existing: Proposed: Number of floors of construction: Existing: Proposed: Traffic/Circulation: Standard and compact off-street parking spaces provided: Existing: Standard Proposed: Standard Compact Compact Total Total Grading: Amount of dirt/fill material being moved (check one): 0-500 cubic yards 5,000-20,000 cubic yards 500-5,000 cubic yards Over 20,000 cubic yards(indicate amount) Note: If fill is being placed over existing bay fill, provide engineering reports which show the effect of the new fill on the underlying bay mud. Storm water runoff: Indicate area of site to be covered with impervious surfaces (parking lot paving, etc.): Is the area with impervious surfaces less than 200 feet away from a wetland, stream, lagoon or bay? Yes No Noise: Describe noise sources and timing of activity generated by your project during construction: Noise sources generated during operation of facility: Vibration: Will the proposal cause vibration that may affect adjacent properties? Describe any potential sources of vibration: Exterior Lighting: Please describe any proposed exterior lighting of the facility4: Water: Expected amount of water usage: Domestic gal/day Peak use gal/min Commercial gal/day Peak use gal/min Expected fire flow demand gal/min As per the C.3 regulations set forth by the California Regional Water Quality Control Board, please respond to the following questions: 1. Would the proposed project result in an increase in pollutant discharges to receiving waters? _____________________________________________________________________________________ _____________________________________________________________________________________ 4 Refer to City of Burlingame Exterior Illumination Ordinance (No. 1477) regarding requirements which limit exterior illumination in both residential and commercial zones. ENVREV.FRM 126 129,436 550 550 with industry best practices. All noise sources will be constructed and shielded per applicable regulations. Noise generated during facility operation will be consistent Heavy equipment (jackhammers, demo, excavators, auger drilling, concrete pumps and trucks), crane safety horns & equipment back up safety notification, Steel framing hammering & shot pins, metal cutting. No pile driving. X 520186,000 No. With implementation of required C.3 stormwater treatment measures , the proposed project would treat stormwater prior to discharge, thus reducing pollutant discharges. The project would also include bioretention areas and reduce the amount of impervious surfaces from existing conditions. 3525 3399 1,460,000 gsf119,000 gsf 11 stories1-3 stories Street lighting, site/landscape lighting, building entrance lighting, building identification/signage lighting No. X 216,329 sf (less than 424,000 sf under existing conditions) DocuSign Envelope ID: 88A13C28-249D-4101-92BA-2A47BD6F4698 City of Burlingame Planning Department 501 Primrose Road P(650) 558-7250 F(650) 696-3790 www.burlingame.org 2. Would the proposed project result in significant alteration of receiving water quality during or following construction?__________________________________________________________________ _____________________________________________________________________________________ 3. Would the proposed project result in increased impervious surfaces and associated increased runoff?_______________________________________________________________________________ _____________________________________________________________________________________ 4. Would the proposed project create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates volumes? ________________________________________________ _____________________________________________________________________________________ 5. Would the proposed project result in increased erosion in its watershed? ____________________ _____________________________________________________________________________________ 6. Is the project tributary to an already impaired water body, as listed on the Clean Water Action Section 303(d) list? If so will it result in an increase in any pollutant for which the water body is already impaired?_____________________________________________________________________________ _____________________________________________________________________________________ 7. Would the proposed project have a potential significant environmental impact on surface water quality, to marine, fresh, or wetland waters?_______________________________________________________________________________ _____________________________________________________________________________________ 8. Would the proposed project have a potentially significant adverse impact on ground water quality? 9. Will the proposed project cause or contribute to an exceedance of applicable surface or groundwater receiving water quality objectives or degradation of beneficial uses? ___________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 10. Will the project impact aquatic, wetland, or riparian habitat? _____________________________________________________________________________________ _____________________________________________________________________________________ Sewer: Expected daily sewer discharge Source of wastewater discharge on site (i.e. restrooms, restaurants, laboratory, material processing, etc.) ENVREV.FRM Two pedestrian/bike bridges and one boardwalk will cross over aquatic, wetland and/or riparian habitats, but will be designed to span across all protected habitats without touching down within them. The project will obtain all necessary regulatory permits. No. Surface water quality will not be impacted compared to existing conditions since all stormwater runoff will be treated prior to discharging from site, as required by C.3 regulations. No. Surface water and ground water will be managed and properly treated per the project SWPPP. No. treating stormwater runoff from all proposed impervious areas, so increased discharge of pollutants is not expected. Project is tributary to the Lower San Francisco Bay. Project will be reducing the amount of impervious areas and Office/Life Science Buildings. Wastewater will be generated by restrooms and laboratories, and potentially tenant kitchens and cafeterias, and the proposed 5,000 sf of cafe/restaurant uses. 177,000 gallons per day No. The improvements to the shoreline will reduce the chance of future erosion on the project site. No. be increased. No. The project will decrease impervious area and implement detention measures so that runoff will not and post construction stormwater treatment measures so as not to impact receiving water quality. No. Project will implement construction best management practices from the SWPPP DocuSign Envelope ID: 88A13C28-249D-4101-92BA-2A47BD6F4698 City of Burlingame Planning Department 501 Primrose Road P(650) 558-7250 F(650) 696-3790 www.burlingame.org General: Are the following items applicable to the project or its effects? Provide attachment to explain nature of all items checked ‘yes’. Change in existing features of any bays, tidelands, beaches, or hills, or substantial alteration of ground contours. Change in scenic views or vistas from existing residential areas or public lands or roads. Change in pattern, scale or character of general area of project. Significant amounts of solid waste or litter. Change in dust, ash, smoke fumes or odors in vicinity. Change in bay, lagoon, stream, channel or groundwater quality or quantity, or alteration of existing drainage patterns. Substantial change in existing noise or vibration levels in the vicinity (during construction and/or during operation). Site on filled land or on slope of 10 % or more. Use or disposal of potentially hazardous materials, such as toxic substances, flammable materials or explosives. Substantial change in demand for municipal services (police, fire water, sewage) Substantial increase in fossil fuel consumption (oil, natural gas, etc.). Relationship to a larger project or series of projects. CERTIFICATION I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this initial evaluation to the best of my ability, and that the facts, statements, and information presented are true and correct to the best of my knowledge and belief. Date Signature ENVREV.FRM YES YES Please refer to following page for explanation of all 'YES' responses below. NO YES NO NO YES NO NO NO YES YES DocuSign Envelope ID: 88A13C28-249D-4101-92BA-2A47BD6F4698 Michael Carp3/24/2022 Explanations for 'YES' items from Page 5: Change in existing features of bays, tidelands, beaches, or substantial alteration of ground contours: YES The project will alter ground contours, raising parts of the site and new Bay Trail as part of sea level rise and resilience strategies. Change in scenic views or vistas from existing residential areas or public lands or roads: YES Refer to sheet AS-151 in the Entitlement set for a view corridor comparison between existing and proposed. The proposed project will increase scenic vistas from Old Bayshore Highway. Change in pattern, scale or character of general area of project: YES The existing site is characterized by several low-rise buildings and extensive surface parking lots, with minimal landscape area. The proposed project will have fewer, taller buildings (approx. FAR 2.50), creating views in between buildings. Parking will be consolidated in 2 above-grade structures, which will create a significant amount of site area for landscaping and public access. Increasing density for office/life science uses, while simultaneously creating more ground level open space for public use are both consistent with Burlingame policy objectives for the area as described in the General Plan and BFC Zoning Ordinance. Change in bay, lagoon, stream, channel or groundwater quality or quantity, or alteration of existing drainage patterns: YES The project will improve existing drainage patterns by reducing impervious surface area compared to existing conditions and will add bioretention areas. Furthermore, the project will comply with SWPPP requirements and C.3 regulations. Overall, the project is designed to not negatively affect water quality. Site on filled land or on slope of 10 % or more: YES Refer to preliminary geotechnical reports, which indicate the presence of fill throughout much of the site. Use or disposal of potentially hazardous materials: YES As mentioned on Page 2, hazardous materials used during construction and during office and laboratory operation will follow industry guidelines and comply with all applicable regulations. Additional explanations for 'NO' items from Page 5: Significant amounts of solid waste or litter: NO The project will generate waste amounts consistent with other projects of this size and program. The project will follow applicable guidelines and regulations for waste management and reduction. ENVIRONMENTAL INFORMATION FORM Appendix from Page 2: Site Information Square Footage of Existing Structures: Page 6 DocuSign Envelope ID: 88A13C28-249D-4101-92BA-2A47BD6F4698 1 City of Burlingame Climate Action Plan Consistency Checklist for New Development The purpose of this Checklist is to ensure that development projects comply with Burlingame’s 2030 Climate Action Plan Update (CAP) and may be eligible for streamlining the greenhouse gas (GHG) analysis for California Environmental Quality Act (CEQA) review. The Checklist applies to projects 10,000 sq. ft. and larger and/or six units or more. To be considered consistent with Burlingame’s CAP, projects must comply with the land use designations in Burlingame’s General Plan and implement at minimum the required CAP measures listed in the Checklist. Projects may then rely on the City’s CAP and related environmental review for the impact analysis of GHG emissions, as allowable under CEQA. The Checklist contains measures from the CAP that pertain to new development. Each measure is noted as either required or voluntary. Required measures are mandated by local or state ordinances. The voluntary measures represent goals of the City and projects are encouraged to address them. Proposed project that require a General Plan amendment or rezoning and/or do not address the required measures may have to prepare a project-specific GHG analysis and identify appropriate mitigation measures. Burlingame’s Climate Action Plan: https://www.burlingame.org/departments/sustainability/ Burlingame’s General Plan: https://www.burlingame.org/departments/planning/ Burlingame’s Reach Codes: www.burlingame.org/reachcode For questions regarding this Checklist or the CAP, please contact Sigalle Michael, Sustainability Coordinator at smichael@burlingame.org Contact Information Project Name: 1200-1340 Old Bayshore Highway Property Address: 1200-1340 Old Bayshore Highway, Burlingame, CA 94010 If a consultant was used to complete this checklist, please provide their contact information: Consultant Name & Company: WRNS Studio, Contact: Ben Mickus Consultant Phone & Email: 415-510-5538 bmickus@wrnsstudio.com Project Information Proposed land use (residential, commercial, industrial, mixed use, or other): Commercial Brief project description: (3) Office/Life Science Buildings, 2 structured parking garages, 5+ acres of new public open space Project size (sq. ft. and/or unit size): 1,460,000 gsf Is the proposed project seeking a General Plan amendment or rezoning? Yes No If yes, briefly explain why: 2 Climate Action Plan Measure Project Compliance REQUIRED MEASURES Green Building Practices and Standards (CAP Measure 11): Support, enforce, and expedite green building practices and standards. Burlingame’s reach codes: www.burlingame.org/reachcode Required Measure Does the project comply with the City’s green building requirements in the reach codes? Yes No Will the project request any exceptions? If so, briefly explain. No exceptions are necessary. See attached clarification summarizing an earlier discussion with the City confirming the project’s consistency with the reach codes. Alternatively-Powered Residential Water Heaters (CAP Measure 15): Support transition from traditional to solar and electrically powered water heaters. Burlingame’s reach codes: www.burlingame.org/reachcode Required Measure Does the project include a solar or electrically powered water heater as required in the reach code? Yes No Solar Power (CAP Measure 14): Encourage installation of photovoltaic systems. Burlingame’s reach codes: www.burlingame.org/reachcode Required Measure Does the project include a photovoltaic system as required by CALGreen and/or the City’s reach code? Yes No Per Reach Code section 110.10.a.4, only nonresidential buildings with fewer than 3 stories need to comply. Electric Vehicle Infrastructure and Initiatives (CAP Measure 6): Support the electric vehicle (EV) network by incentivizing use of EVs and installations of charging stations. Burlingame’s reach codes: www.burlingame.org/reachcode Required Measure Does the project comply with the City’s EV charging requirements in the reach code? Yes No List total number and type of EV chargers to be installed: 353 Level-2 EVCS installed on Day-1 (10% of 3525 parking stalls on the project) . Based on 100% office occupancy. Zero Waste (CAP Measure 18): Reduce organic and recyclable materials going to the landfill and achieve the City’s diversion goals. Required Measure Does the project include facilities for collecting recycling and composting? Yes No Describe any composting and recycling strategies used in the project : Each building will include loading docks with centralized roll-off collection containers for recycling and compost. 3 Transportation Demand Management (TDM) (CAP Measure 2): The City shall require new multi-unit residential developments of 10 units or more and commercial developments of 10,000 sq. ft. or more to incorporate TDM strategies that reduce trip generation rates below the standard rate published in the latest Institute of Transportation Engineers (ITE) Trip Generation Manual (10th edition), or other reputable source. TDM measures may include but are not limited to: shuttles, carpool, transit incentives, and car and/or bike share programs. Residential projects of 100 units or more and commercial projects of 100,000 sq. ft. or more shall have a designated TDM coordinator and provide a report to city staff annually on the effectiveness of the TDM plan. GreenTRIP: http://www.transformca.org/landing- page/greentrip City/County Association of Governments of San Mateo County, http://ccag.ca.gov/programs/transportation- programs/transportation-demand-management/ City of San Francisco TDM Tool, https://sfplanning.org/resource/transportation-demand- management-tdm-tool 1. Will the project have a TDM program that meets the 20% reduction in trip generation rates when compared to standard ITE trip generation rates? Yes No 2. Briefly describe the project’s TDM Plan: The TDM plan will include a range of strategies, which will be further developed in coming months. In addition, we will further refine with future tenants. The plan will include a range of strategies, including carpool ridematching, transit subsidies and passes, and a funded (free to riders) shuttle from the site to Millbrae Caltrain and BART station. The project will partner with Commute.org to ensure the shuttle operates on time intervals of 15 minutes or less during peak commute hours, ensuring convenient and free connectivity to mass transit. With further development of the TDM plan, the project is aiming to exceed the 20% reduction. Parking Pricing, Parking Requirements, and Creative Parking Approaches (CAP Measure 7): Implement parking reduction strategies including, but not limited to, parking lifts, shared parking, and unbundling of parking costs. Required Measure Does the project meet the parking requirements in the zoning code or TDM plan as applicable? Yes No NA Describe any parking reduction strategies used in the project: By including a TDM plan, the project is incorporating the allowable 20% reduction of required parking. Refer to sheet G-002 for parking ratios at each building. VOLUNTARY MEASURES Peninsula Clean Energy ECO100 (CAP Measure 13): Increase enrollment in PCE’s standard option, ECOplus, for 100% GHG free energy; or PCE’s premium option, ECO100 for 100% renewable energy. https://www.peninsulacleanenergy.com/opt-up/ Voluntary Measure Will the project enroll in PCE? Yes No The project team cannot commit to this at this time, not knowing the future tenant(s) who would be responsible for enrolling and paying. Which PCE option, ECOplus or ECO100? 4 Complete Streets (CAP Measure 3): Develop a network of complete streets that support pedestrian and bicycle accessibility. Voluntary Measure Does the project include on-site pedestrian, transit, or cycling improvements, such as enclosed bike storage or employee showers? Yes No NA What is the project’s walkscore (www.walkscore.com)? Walkscore – 42 Bikescore – 73 Describe any pedestrian/bicycle friendly measures used in the project: New segment of the Bay Trail, new pedestrian paths throughout the site, new bike lanes, new pedestrian and bike wayfinding signage, new public bike parking racks, new secure interior bike storage for employees, new showers for employees. Burlingame Shuttle Service (CAP Measure 8): Increase awareness and use of local shuttles. Burlingame shuttle map: https://www.burlingame.org/departments/sustainability/ shuttles.php Voluntary Measure Is the project located near a shuttle station? Yes No How will shuttle information be distributed to occupants? The tenant companies will help distribute information to the occupants, collaborating with Commute.org. Water Conservation for New Residential Developments (CAP Measure 17): Implement water conservation elements beyond CALGreen requirements, such as efficient landscaping and Energy Star rated appliances. Water Conservation Resources, https://www.burlingame.org/departments/public_works /water_conservation/index.php Voluntary Measure Does the project use Energy Star® rated dishwashers and clothes washers or go beyond CALGreen? Yes No NA Describe any water conservation elements in the project: Low-flow plumbing fixtures throughout Project-wide stormwater management program Construction Best Management Practices (CAP Measure 10): Require projects to implement the Air District’s Best Practices for Construction; and use electrically-powered construction equipment as available and feasible. Voluntary Measure Will the project use any electric off-road construction equipment? Yes No 5 If yes, describe what electric construction equipment will be used: Man lifts and tower cranes will be electric. Gator vehicles will be electric. Increase the Public Tree Population (CAP Measure 20): Increase the number of trees in Burlingame. Voluntary Measure Will the project be adding new trees? Yes No NA How many trees will be planted in the public right-of-way (like sidewalks)? 26 trees in the public right-of-way. How many trees will be planted on private property? 236 trees on private property. 1200-1340 Bayshore Highway 300’ noticing APNs: 026-142-180, 026-142-030, 026-142-020, 026-142-170, 026-142-160, 026-142-150, 026-142-140, 026-142-070, 026-142-110, 026-113-450, 026-113-480, 026-113-330 & 026-113-470 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ (17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( 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of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION DW Burlingame Venture, LLC 3/24/2022 9:29:53 PM20045.00 PROJECT INFORMATION TECHNICAL INDEX ENT G-002 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 PROJECT SUMMARY SINGLE SITE ON-SITE AND OFF-SITE IMPROVEMENTS FIVE SEPARATE NEW STRUCTURES AS FOLLOWS: THREE OFFICE/R&D BUILDINGS (BUILDINGS 1, 2, 3) TWO PARKING STRUCTURES (PARKING NORTH, PARKING SOUTH) TYPE IA CONSTRUCTION THROUGHOUT BUILDING 1 CURRENT ZONING: BAYFRONT COMMERCIAL (BFC) REFERENCE ADDRESS: 1200 OLD BAYSHORE HIGWAY CURRENT USE: COMMERCIAL, OPEN SPACE PROPOSED USE: OFFICE/R&D, LABORATORY/R&D, RETAIL, OPEN SPACE SURROUNDING USES: COMMERCIAL, HOTEL PARKING: IN ADJACENT PARKING STRUCTURE (PARKING SOUTH) PROP. OPEN SPACE: PARK, PLAZA, WETLAND, BAY TRAIL PROJECT TECHNICAL INDEX PROJECT INFORMATION PLEASE NOTE: THE OFFICE BUILDINGS IN THIS PROJECT ARE CORE-SHELL ONLY, AND WILL BE SUBMTTED AS B-GROUP OCCUPANCY BUILDINGS. THE PROJECT ANTICIPATES POTENTIAL FUTURE LABORATORY USE, WITH L-GROUP OCCUPANCY, AS PART OF FUTURE TENANT FITOUTS UNDER SEPARATE PERMITS. RELEVANT REQUIREMENTS FOR B-GROUP AND L-GROUP OCCUPANCY ARE INCORPORATED INTO THE DESIGN WHERE CORE-SHELL COMPONENTS OF THE BUILDING ARE AFFECTED. BUILDING 2 CURRENT ZONING: BAYFRONT COMMERCIAL (BFC) REFERENCE ADDRESS: 1300 OLD BAYSHORE HIGWAY CURRENT USE: COMMERCIAL, HOTEL PROPOSED USE: OFFICE/R&D, LABORATORY/R&D, OPEN SPACE SURROUNDING USES: COMMERCIAL, HOTEL PARKING: IN ADJACENT PARKING STRUCTURE (PARKING NORTH) PROP. OPEN SPACE: CREEKSIDE LANDSCAPE, BAY TRAIL BUILDING 3 CURRENT ZONING: BAYFRONT COMMERCIAL (BFC) REFERENCE ADDRESS: 1250 OLD BAYSHORE HIGWAY CURRENT USE: COMMERCIAL PROPOSED USE: OFFICE/R&D, LABORATORY/R&D, OPEN SPACE SURROUNDING USES: COMMERCIAL, HOTEL PARKING: IN ADJACENT PARKING STRUCTURE (PARKING GARAGE B) PROP. OPEN SPACE: CREEKSIDE LANDSCAPE, BAY TRAIL PARKING SOUTH CURRENT ZONING: BAYFRONT COMMERCIAL (BFC) REFERENCE ADDRESS: 1230 OLD BAYSHORE HIGWAY CURRENT USE: COMMERCIAL PROPOSED USE: STRUCTURED PARKING SURROUNDING USES: COMMERCIAL, HOTEL PARKING: STRUCTURED PARKING OPEN SPACE: BAY TRAIL PARKING NORTH CURRENT ZONING: BAYFRONT COMMERCIAL (BFC) REFERENCE ADDRESS: 1340 OLD BAYSHORE HIGWAY CURRENT USE: COMMERCIAL PROPOSED USE: STRUCTURED PARKING SURROUNDING USES: COMMERCIAL, HOTEL PARKING: STRUCTURED PARKING OPEN SPACE: BAY TRAIL Refer to Building Sections (A.PS-331) for all building height measurements Overall Height from Average Curb (+10'-0"NAVD) is 116'-0" due to SLR resiliency measures *Zoning Height measured from Level 1 Exterior Grade (+11'-6"NAVD) to top of parapet. Lockers N/A N/A Showers N/A N/A Long Term N/A N/A Short Term N/A N/A Refer to Building Tech Index BIKE PARKING PROPOSED REQUIRED REF. CODE SECTION TOTAL 1,747 40 1,787 Ambulatory (10'x18') 5 5 CBC Table 11B-228.3.2.1 EV Van Acc. (12'x18') 3 3 CBC Table 11B-228.3.2.1 EV Accessible (9'x18') 5 5 CBC Table 11B-228.3.2.1 EVCS (8'-6"x18') 166 166 Reach Code Van Accessible (9'x18') 6 6 CBC Table 11B-208.2/11B-502 Accessible (9'x18') 22 22 CBC Table 11B-208.2/11B-502 Compact (8'x17') 101 5 106 25.40.080.B.3 Standard (8'-6"x18') 1,439 35 1,474 Table 25.40-2 PARKING BY STALL TYPE SECURE STALLS PUBLIC STALLS TOTAL STALLS REF. CODE SECTION TOTAL 1,747 40 1,787 Level B2 110 110 Level B1 156 156 Level 1 94 40 134 Level 2 138 138 Level 3 150 150 Level 4 162 162 Level 5 161 161 Level 6 161 161 Level 7 161 161 Level 8 161 161 Level 9 155 155 Level 10 138 138 PARKING BY LEVEL SECURE STALLS PUBLIC STALLS TOTAL STALLS REF. CODE SECTION TOTAL STALLS 1,787 1,666 Public Stalls (Retail) 20 20 Table 25.40-1 Public Stalls (Bay Trail) 20 N/A N/A Secure Stalls 1,747 1,646 Table 25.40-1 Ratio (Retail) 4.00 4.00 (w/TDM) Table 25.40-1 Ratio (Office-Prof.) 2.11 2.00 (w/ TDM) 25.40.050.A.3 GSF served by parking 828,000 N/A (Bldg 1&3 GSF combined) PARKING SUMMARY PROPOSED ALLOWED (MIN) REF. CODE SECTION Depth below grade 21' N/A N/A L1 Transparency 40% (see A.PS-302) 25% (Min) 25.12.060-E Setback - Rear N/A 75' 25.18.040.A.1 Setback - Side (Street) N/A 10' Table 25.12-2 Setback - Side (Creek) N/A 35' 25.12.050.G Setback - Front 11.5' 10' Table 25.12-2 Gross Floor Area 595,200 N/A Not counted towards FAR Number of Stories 10 N/A N/A Zoning Height* 114'-6" w/ Special Permit Table 25.12-2 Use Parking, Accessory Accessory Use Table 25.12-1 ZONING SUMMARY PROPOSED ALLOWED REF. CODE SECTION PARKING SOUTH STRUCTURED PARKING TOTAL: 1,460,000 1,571,328 25.30.060.D Building 3 Office GSF: 455,000 Building 2 Office GSF: 632,000 Building 1 Retail GSF: 5,000 Building 1 Office GSF: 368,000 PROJECT TOTAL GSF PROPOSED ALLOWED REF. CODE SECTION View Corridors (View to Bay) 409' (29%) 25% (Min) 25.12.060-B Lot Frontage (Buildings) 1003' (71%) 75% (Max) 25.12.060-B Lot Frontage (Total) 1412' (100%) 50 ft (Min) Table 25.12-2 Landscape Coverage 216,329 (41%) 20% (Min) Table 25.12-2 Building Coverage 259,930 (50%) 60% (Max) Table 25.12-2 Lot Size 523,776 20,000 (Min) Table 25.12-2 Gross Floor Area 1,460,000 1,571,328 25.30.060.D Floor Area Ratio 2.79 3.0 (Tier 3) Table 25.12-2 Zoning District BFC BFC Ch 25.12 ZONING SUMMARY PROPOSED ALLOWED REF. CODE SECTION TOTAL: 120 527 647 North Parking 0 0 0 South Parking 0 0 0 Building 3 36 164 200 Building 2 51 228 279 Building 1 33 135 168 BICYCLE PARKING SUMMARY: Short-Term (on site) Long-Term (in bldgs) Total TOTAL: 2992 126 43 11 328 10 5 10 3525 North Parking 1,518 20 21 5 162 5 2 5 1738 South Parking 1,474 106 22 6 166 5 3 5 1787 PARKING BY TYPE:Standard Compact Accessible Van Acessible EVCS EV Accessible EVCS Van Accessible EV Ambulatory TOTAL TOTAL: 3,525 2,930 Public/Retail Parking Stalls: 20 4.00 20 4.00 (w/TDM) Public/Bay Trail Parking Stalls: 20 N/A N/A N/A Future EV Stalls: 353 (10%) Secure/Office Parking Stalls: 3,485 2.40 2,910 2.00 (w/TDM) Total Day-1 EV Stalls: 353 (10%) VEHICLE PARKING BY USE: Stalls Provided Ratio Provided Stalls Required Ratio Required EV PARKING: Refer to Building Sections (A.1-331 & 332) for all building height measurements Overall Height from Average Curb (+13'-10"NAVD) is 215'-2" due to SLR resiliency measures *Zoning Height measured from Level 1 Exterior Grade (+16'-0"NAVD) to top of parapet. Lockers 68 32 LEED Showers 9 9 LEED Long Term 135 46 (5% of secure pkg) LEED Short Term 33 2 (5% of public pkg) LEED/Calgreen BIKE PARKING PROPOSED REQUIRED REF. CODE SECTION TOTAL: 7,562 N/A N/A Private Terrace (L2) 3,014 N/A N/A Private Balconies (L3-11) 4,548 N/A N/A PRIVATE OPEN SPACE (EXCLUDED FROM GSF) PROPOSED REQUIRED REF. CODE SECTION TOTAL: 373,000 373,000 Ch 25.30.060.D Level 1 (Office) 32,400 32,400 Level 1 (Retail) 5,000 5,000 Level 2 (Office) 29,300 29,300 Level 3 (Office) 34,800 34,800 Level 4 (Office) 34,800 34,800 Level 5 (Office) 34,800 34,800 Level 6 (Office) 34,800 34,800 Level 7 (Office) 34,800 34,800 Level 8 (Office) 34,800 34,800 Level 9 (Office) 34,800 34,800 Level 10 (Office) 34,800 34,800 Level 11 (Office) 23,100 23,100 Roof (Office) 4,800 4,800 25.30.060.D BUILDING AREA GSF (TOTAL PROPOSED) GSF (INCLUDED IN FAR) REF. CODE SECTION L1 Transparency 51% (see A.1-302) 25% (Min) 25.12.060-E Setback - Rear 75' 75' 25.18.040.A.1 Setback - Side (Street) 10' 10' Table 25.12-2 Setback - Side (Creek) 35' 35' 25.12.050.G Setback - Front 10' 10' Table 25.12-2 Gross Floor Area 373,000 See summary 25.30.060.D Number of Stories 11 N/A N/A Zoning Height* 213' w/ Special Permit Table 25.12-2 Use Office-R&D/Lab-R&D Permitted / Permitted Table 25.12-1 ZONING SUMMARY PROPOSED ALLOWED REF. CODE SECTION BUILDING 1 (SOUTH)OFFICE/RESEARCH&DEVELOPMENT Refer to Building Sections (A.2-331 & 332) for all building height measurements Overall Height from Average Curb (+10'-6"NAVD) is 218'-6" due to SLR resiliency measures *Zoning Height measured from Level 1 Exterior Grade (+16'-0"NAVD) to top of parapet. Lockers 114 51 LEED Showers 11 11 LEED Long Term 228 73 (5% of secure pkg) LEED Short Term 51 N/A (no public pkg) LEED/Calgreen BIKE PARKING PROPOSED REQUIRED REF. CODE SECTION TOTAL: 12,730 N/A N/A Private Terrace (L2) 7,341 N/A N/A Private Balconies (L3-11) 5,389 N/A N/A PRIVATE OPEN SPACE (EXCLUDED FROM GSF) PROPOSED REQUIRED REF. CODE SECTION TOTAL: 632,000 632,000 Ch 25.30.060.D Level 1 (Office) 63,400 63,400 Level 1 (Retail) 0 0 Level 2 (Office) 51,000 51,000 Level 3 (Office) 59,100 59,100 Level 4 (Office) 59,100 59,100 Level 5 (Office) 59,100 59,100 Level 6 (Office) 59,100 59,100 Level 7 (Office) 59,100 59,100 Level 8 (Office) 59,100 59,100 Level 9 (Office) 59,100 59,100 Level 10 (Office) 59,100 59,100 Level 11 (Office) 37,400 37,400 Roof (Office) 7,400 7,400 25.30.060.D BUILDING AREA GSF (TOTAL PROPOSED) GSF (INCLUDED IN FAR) REF. CODE SECTION L1 Transparency 49% (see A.2-302) 25% (Min) 25.12.060-E Setback - Rear 75' 75' 25.18.040.A.1 Setback - Side (Street) 10' 10' Table 25.12-2 Setback - Side (Creek) 35' 35' 25.12.050.G Setback - Front 10' 10' Table 25.12-2 Gross Floor Area 632,000 See summary 25.30.060.D Number of Stories 11 N/A N/A Zoning Height* 213' w/ Special Permit Table 25.12-2 Use Office-R&D/Lab-R&D Permitted / Permitted Table 25.12-1 ZONING SUMMARY PROPOSED ALLOWED REF. CODE SECTION BUILDING 2 (NORTH)OFFICE/RESEARCH&DEVELOPMENT Refer to Building Sections (A.1-331 & 332) for all building height measurements Overall Height from Average Curb (+13'-10"NAVD) is 215'-2" due to SLR resiliency measures *Zoning Height measured from Level 1 Exterior Grade (+16'-0"NAVD) to top of parapet. Lockers 82 40 LEED Showers 9 9 LEED Long Term 164 57 (5% of secure pkg) LEED Short Term 36 N/A (no public pkg) LEED/Calgreen BIKE PARKING PROPOSED REQUIRED REF. CODE SECTION TOTAL: 9,023 N/A N/A Private Terrace (L2) 3,791 N/A N/A Private Balconies (L3-10) 3,200 N/A N/A Private Terrace (L11) 2,033 N/A N/A PRIVATE OPEN SPACE (EXCLUDED FROM GSF) PROPOSED REQUIRED REF. CODE SECTION TOTAL: 455,000 455,000 Ch 25.30.060.D Level 1 (Office) 45,100 45,100 Level 1 (Retail) 0 0 Level 2 (Office) 38,500 38,500 Level 3 (Office) 42,500 42,500 Level 4 (Office) 42,500 42,500 Level 5 (Office) 42,500 42,500 Level 6 (Office) 42,500 42,500 Level 7 (Office) 42,500 42,500 Level 8 (Office) 42,500 42,500 Level 9 (Office) 42,500 42,500 Level 10 (Office) 42,500 42,500 Level 11 (Office) 23,900 23,900 Roof (Office) 7,500 7,500 25.30.060.D BUILDING AREA GSF (TOTAL PROPOSED) GSF (INCLUDED IN FAR) REF. CODE SECTION L1 Transparency 33% (see A.3-304) 25% (Min) 25.12.060-E Setback - Rear 75' 75' 25.18.040.A.1 Setback - Side (Street) 10' 10' Table 25.12-2 Setback - Side (Creek) 35' 35' 25.12.050.G Setback - Front 10' 10' Table 25.12-2 Gross Floor Area 455,000 See summary 25.30.060.D Number of Stories 11 N/A N/A Zoning Height* 213' w/ Special Permit Table 25.12-2 Use Office-R&D/Lab-R&D Permitted / Permitted Table 25.12-1 ZONING SUMMARY PROPOSED ALLOWED REF. CODE SECTION BUILDING 3 (CENTER)OFFICE/RESEARCH&DEVELOPMENT Refer to Building Sections (A.PN-331) for all building height measurements Overall Height from Average Curb (+10'-0"NAVD) is 116'-0" due to SLR resiliency measures *Zoning Height measured from Level 1 Exterior Grade (+11'-6"NAVD) to top of parapet. Lockers N/A N/A Showers N/A N/A Long Term N/A N/A Short Term N/A N/A Refer to Building Tech Index BIKE PARKING PROPOSED REQUIRED REF. CODE SECTION TOTAL 1,738 0 1,738 Ambulatory (10'x18') 5 5 CBC Table 11B-228.3.2.1 EV Van Acc. (12'x18') 2 2 CBC Table 11B-228.3.2.1 EV Accessible (9'x18') 5 5 CBC Table 11B-228.3.2.1 EVCS (8'-6"x18') 162 162 Reach Code Van Accessible (9'x18') 5 5 CBC Table 11B-208.2/11B-502 Accessible (9'x18') 21 21 CBC Table 11B-208.2/11B-502 Compact (8'x17') 20 20 25.40.080.B.3 Standard (8'-6"x18') 1,518 1,518 Table 25.40-2 PARKING BY STALL TYPE SECURE STALLS PUBLIC STALLS TOTAL STALLS REF. CODE SECTION TOTAL 1,738 0 1,738 Level B2 127 127 Level B1 143 143 Level 1 127 127 Level 3 127 127 Level 3 140 140 Level 4 145 145 Level 5 150 150 Level 6 150 150 Level 7 150 150 Level 8 151 151 Level 9 152 152 Level 10 152 152 Level 10.5 24 24 PARKING BY LEVEL SECURE STALLS PUBLIC STALLS TOTAL STALLS REF. CODE SECTION TOTAL STALLS 1,738 1,264 Public Stalls (Retail) 0 N/A Table 25.40-1 Public Stalls (Bay Trail) 0 N/A Table 25.40-1 Secure Stalls 1,738 1,264 Table 25.40-1 Ratio (Retail) N/A N/A Table 25.40-1 Ratio (Office-Prof.) 2.75 2.00 (w/ TDM) 25.40.050.A.3 GSF served by parking 632,000 N/A (Bldg 2 GSF) PARKING SUMMARY PROPOSED ALLOWED (MIN) REF. CODE SECTION Depth below grade 21' N/A N/A L1 Transparency 26% (see A.PN-302) 25% (Min) 25.12.060-E Setback - Rear N/A 75' 25.18.040.A.1 Setback - Side (Street) N/A 10' Table 25.12-2 Setback - Side (Creek) N/A 35' 25.12.050.G Setback - Front 11' 10' Table 25.12-2 Gross Floor Area 559,000 N/A Not counted towards FAR Number of Stories 10 N/A N/A Zoning Height* 114'-6" w/ Special Permit Table 25.12-2 Use Parking, Accessory Accessory Use Table 25.12-1 ZONING SUMMARY PROPOSED ALLOWED REF. CODE SECTION PARKING NORTH STRUCTURED PARKING ASSESSOR'S PARCEL NUMBERS: 1. 026113470 – 1338 Bayshore 2. 026113480 – 1308 Bayshore 3. 026142140 – 1250 Bayshore 4. 026142160 – 1240 Bayshore 5. 026142170 – 1240 Bayshore 6. 026113330 – 1310 Bayshore 7. 026113450 – no address 8. 026142110 – 1290 Bayshore 9. 026142070 – 1288 Bayshore 10. 026142150 – 1250 Bayshore 11. 026142020 – no address 12. 026142030 – no address 13. 026142180 – no address 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& 30(;,67,1*6,7(3+2726(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ 1. BROADWAY AT OLD BAYSHORE HWY LOOKING EAST5. AIRPORT BLVD AT OLD BAYSHORE HWY LOOKING NORTH4. OLD BAYSHORE HWY LOOKING NORTH7. BAY TRAIL LOOKING SOUTHWEST TOWARDS OLD BAYSHORE HWY 8. BAY TRAIL LOOKING NORTHWEST TOWARDS EASTON CREEK KEY PLAN6. BAY TRAIL LOOKING NORTH TOWARDS SITE2. OLD BAYSHORE HWY LOOKING SOUTH WEST TO 101 3. OLD BAYSHORE HWY LOOKING SOUTH EAST TOWARDS BROADWAY 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& 30(;,67,1*6,7(3+2726(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ 9. VIEW FROM SHORELINE LOOKING WEST ALONG EASTON CREEK12. LOOKING SOUTH TOWARDS BAY TRAIL15. LOOKING SOUTH EAST ALONG OLD BAYSHORE HWY 16. LOOKING SOUTHEAST TOWARDS EASTON CREEK13. LOOKING NORTH WEST TOWARDS BAY TRAIL 14. LOOKING NORTH WEST ALONG OLD BAYSHORE HWY10. VIEW FROM OLD BAYSHORE EAST TOWARDS EASTON CREEK 11. VIEW FROM OLD BAYSHORE LOOKING EAST TOWARDS BAY TRAILKEY PLAN 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& 305(*,21$/&217(;775$16,7&,5&8/$7,21(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& 305(*,21$/&217(;723(163$&(1(7:25.(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ Shorebird Sanctuary-MarshBayside FieldsVilliage ParkLaguna Park Ray ParkAlpine ParkPaloma PlaygroundWashington ParkTrenton PlaygroundHeritage ParkPershing ParkPrimrose PlaygroundCommunity GardensBayside Dog ParkRobert Woolley St. ParkMills CanyonCuernavaca ParkSkyline ParkMurray Field (Soccer)Broadway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• Larger masses backed up against parking• 60-foot lease span wraps around core• Facade wraps around cornersSEGMENTS:• More slender massing along public open space• 60-foot lease span contained within segment• Facade changes from long sides to ends CREATE HUMAN SCALE:MITIGATE BUILDING SCALE: 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& $0$5&+,7(&785$/&21&(376(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ 1011121313141414151617171711112344566778911144411141441443333333333666666666611414144111414141444131313313131313133131331313131333131314144414114141444414141515551511555151511111616616116661616161161LOWER LEVELS: CONNECT TO THE SITEAERIAL SKETCH: MASSING & FACADE CONCEPTUPPER LEVELS: EMBRACE VIEWS, FRAME OPEN SPACEARCHITECTURAL CONCEPT SKETCH:Unifi ed facade design on all upper massesParking skin part of “earth” typologyUnifi ed materiality with varied scale on lower building masses 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& $0&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ AERIAL VIEW LOOKING WEST TOWARDS BURLINGAME 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ VIEW FROM AIRPORT BLVD LOOKING EAST TOWARDS BAY 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ AERIAL VIEW OF SOUTH GATEWAY PLAZA AND WETLAND 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ SOUTH GATEWAY PLAZA AND WETLAND - LOOKING NORTH TOWARD BAY TRAIL AND BUILDING 1 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ AERIAL LOOKING WEST AT SOUTH PLAZA, BUILDING 1, SOUTH PARKING AND BUILDING 3 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ BAY TRAIL LOOKING NORTH TOWARDS EASTON CREEK 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ VIEW FROM THE SHORELINE LOOKING WEST TOWARDS THE BAY TRAIL, EASTON CREEK, BETWEEN BUILDINGS 2 & 3 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ VIEW FROM BAY TRAIL LOOKING SOUTH TOWARDS SOUTH PARKING AND BUILDING 1 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17* 2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ VIEW FROM OLD BAYSHORE HIGHWAY LOOKING EAST DOWN EASTON CREEK BETWEEN BUILDINGS 2 AND 3 6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6$1 )5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& 30&21&(378$/5(1'(5,1*6(17*2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ VIEW FROM OLD BAYSHORE HIGHWAY LOOKING EAST AT EASTON CREEK BIRD SAFETY DESIGN CRITERIA GLAZING REFLECTIVITY NOT TO EXCEED 15% SELECTIVE USE OF BIRD-FRIENDLY GLAZING, INCLUDING OPAQUE GLASS, FRITTED GLASS, GLASS WITH INTERLAYERS, FROSTED GLASS, ETCHED GLASS, OR AMERICAN BIRD CONSERVANCY (ABC) APPROVED GLAZING WITHIN THE PRIMARY BIRD COLLISION ZONE (0'-60' ELEVATION), AT LEAST 90%OF THE FACADE WILL EMPLOY NON-GLAZING BIRD-FRIENDLY MATERIALS AND BIRD- FRIENDLY GLAZING. ARTICULATED FACADE FEATURES SUCH AS VERTICAL FINS AND/OR SOLID METAL PANELS TO FURTHER DIFFERENTIATE GLAZED SURFACES EXTERIOR GUARDRAILS WILL BE VERTICAL METAL PICKETS WITHOUT GLAZING. OTHER FEATURE-RELATED HAZARDS WILL BE AVOIDED OR WILL BE 100% TREATED WITH BIRD-FRIENDLY GLAZING MINIMIZED PLANTING ADJACENT TO GLAZED FACADES: • PROJECT USES BIRD-FRIENDLY AND SOLID FACADE MATERIALS WITHIN THE PRIMARY BIRD COLLISION ZONE (0'-60') WHERE LANDSCAPING IS PRESENT • PROJECT AVOIDS LANDSCAPE AT UPPER LEVEL BALCONIES TO REDUCE ATTRACTION OF BIRDS • PROJECT AVOIDS TREES IN FRONT OF GLAZING AT GROUND LEVEL FACADES • PROJECT AVOIDS VEGETATION INSIDE BUILDINGS NEAR GLASS, PROJECT-WIDE 2"2"2"2"DIMENSIONAL CRITERIA FOR DETECTION BY BIRDS GRIDDED DOT PATTERN 1/4" D 2"2"VERTICAL LINE PATTERN 1/4" 2"2"STAGGERED DOT PATTERN 1/4" D 2"2"HORIZONTAL LINE PATTERN 2"2"VARIEGATED DOT PATTERN 2"2"VARIEGATED LINE PATTERN 1/4"1/4"1/4 " D EXAMPLES OF BIRD-FRIENDLY FRIT PATTERNS 5 4 SA N F R A NC I S C O C ALIFORNI A 94107 415 .489.2224 TEL 415.358.9100 FA X WWW W.RNSSTUDIO. OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415.489.2224 TEL 415.358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415.489.2224 TEL 415.358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION DW Burlingame Venture, LLC 12" = 1'-0"3/21/2022 10:22:29 AM20045.00 ARCHITECTURAL MATERIAL BOARD ENT G-301 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 VISION GLASS SHADOW BOX SOLID OR FRITTED PANELS, GLAZED INTO CURTAINWALL PERFORATED METAL WARM METALGLASS WITH GRAPHIC INTERLAYER CONCRETE RANGE OF POTENTIAL TEXTURES CEMENTITIOUS PANELLIGHT METAL MATERIALS AND PAVING SITE ELEMENTS & OUTDOOR FURNISHING BOARDWALK PEDESTRIAN BRIDGE PEDESTRIAN BRIDGE NATURE & DISCOVERY PLAY ELEMENTS NATURE & DISCOVERY PLAY ELEMENTS BAY TRAIL PUBLIC BICYCLE PARKINGOUTDOOR FITNESS STATIONSSOCIAL SEATING AREASCONCRETE SEAT WALLSPUBLIC PATHS THROUGH NATRUAL SETTING CAST-IN-PLACE CONCRETE PRECAST CONCRETE PAVERS STABILIZED CRUSHED STONE PAVING NATURAL BOULDERS / RIPRAP REINFORCED GEOBLOCK PAVING SURFACE - LIMITED USE AT EMERGENCY VEHICLE ACCESS LANES TERRACED SEATING GATHERING SPACE/PERFORMANCE SPACE NATURE OVERLOOK LANDSCAPE CHARACTER AND MATERIALS ENT G-400 N/A CENTER SERVICE ROADSOUTH SERVICE ROADNORTH SERVICE ROADEASTON CREEKEASTON CREEKSAN FRANCISCO BAY OLD BAYSHORE HIGHW AY O L D B A Y S H O R E H IG H W A Y US-101 -BAYSHORE FREEWAY AIRPORT BOULEVARDTENANT SPACE CYCLE CENTER CORRIDOR CYCLE CENTER LOBBY TENANT SPACE (E) COMMERCIAL OFFICE (E) COMMERCIAL OFFICE (E) HOTEL S01 S01 S01 S03 S03 S03 S02 S02 S02 S05 S06 TENANT SPACE LOBBY RETAIL/F&B S04 S04 S04 S08 S40 S17S17 S40 S41 S21 S21 S21 S20 S20 S20 S37 S37 S37 S42 1 ENT AS-331 S26 S19 S08 S07 S07 S09 S11 S13 S12 S14 S14 S14 S18 S22 S22 S22 S42 S42 S29 S45 BUILDING 3 BUILDING 1 SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 0'25' 50'100' 200' CYCLE CENTER LOBBY 1 ENT AS-301 2 ENT AS-301 1 ENT AS-302 1 9 5' 5 6' 1 2 9' 1 0' 2 17' 1 3 4' 252'56'191'56'190'196' #SITE PLAN KEYNOTESSITE PLAN LEGEND SITE EGRESS PATH 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 50'-0"3/21/2022 9:20:14 AM20045.00 SITE PLAN - LEVEL 1 ENT AS-101 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 S01 PRIMARY BUILDING ENTRY S02 ENTRY TO CYCLE CENTER S03 LOADING/TRASH DOCK S04 BAY TRAIL S05 (N) PUBLIC PARK S06 CORNER PLAZA S07 BOARDWALK PATH S08 BCDC 100' SHORELINE BAND, SCD S09 HIGH TIDE LINE, USACE JURISDICTIONAL BOUNDARY, SCD S11 RETAIL SPACE S12 (E) ACCESS EASEMENT, SCD S13 PROPOSED MAINTENANCE AND ACCESS EASEMENT, SCD S14 PLUMBING/BACKFLOW PREVENTER ROOM S17 DRAINAGE EASEMENT, SCD S18 CREEK ACCESS BUFFER ZONE, SCD S19 CITY OF BURLINGAME 75' SHORELINE BAND, SCD S20 PG&E SWITCHVAULT S21 MAIN ELECTRIC ROOM S22 FIRE COMMAND CENTER S26 EASTON CREEK TOP OF BANK, SCD S29 BICYCLE PARKING, SLD S37 SERVICE YARD S40 FRONT SETBACK S41 SIDE - INTERIOR SETBACK S42 EM GENERATOR ROOM S45 FIRE APPARATUS HAMMERHEAD SOUTH CENTER NORTH CENTER SERVICE ROADSOUTH SERVICE ROADNORTH SERVICE ROADEASTON CREEKEASTON CREEKSAN FRANCISCO BAY OLD BAYSHORE HIGHW AY O L D B A Y S H O R E H IG H W A Y US-101 -BAYSHORE FREEWAY AIRPORT BOULEVARDTENANT SPACE TENANT AMENTIY (CONFERENCE CENTER) TENANT AMENTIY (CONFERENCE CENTER) TENANT AMENITY (F&B) TENANT AMENITY (FITNESS) PRIVATE TENANT TERRACE TENANT AMENITY (F&B) TENANT AMENITY (FITNESS) TENANT SPACE LOBBY TENANT SPACE TENANT AMENITY (CONFERENCE CENTER) TENANT AMENITY (F&B) PRIVATE TENANT TERRACE ? LOBBY SHUTTLE LOBBY 1 ENT AS-331 PRIVATE TENANT TERRACE LOBBY BUILDING 3 BUILDING 1 SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 S27S27 S25 S25 S25 PRIVATE TENANT TERRACE TENANT SPACE 0'25' 50'100' 200' 1 ENT AS-301 2 ENT AS-301 1 ENT AS-302 1 9 9' 5 6' 1 2 9' 1 0' 2 17' 13 1' 252'56'191'56'190'196' #SITE PLAN KEYNOTES 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 50'-0"3/21/2022 9:20:38 AM20045.00 SITE PLAN - LEVEL 2 ENT AS-102 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 S25 GARAGE-ACCESS SKY BRIDGE AT LEVEL 02 S27 SHUTTLE ELEVATOR SOUTH CENTER NORTH CENTER SERVICE ROADSOUTH SERVICE ROADNORTH SERVICE ROADEASTON CREEKEASTON CREEKSAN FRANCISCO BAY OLD BAYSHORE HIGHW AY O L D B A Y S H O R E H IG H W A Y US-101 -BAYSHORE FREEWAY AIRPORT BOULEVARD1 ENT AS-331 BUILDING 3 BUILDING 1 SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 S34 S34 S34 S34 S34 TENANT SPACE TENANT SPACE TENANT SPACE 0'25' 50'100' 200' 1 ENT AS-301 2 ENT AS-301 1 ENT AS-302 1 9 3' 5 6' 1 2 9' 1 0' 2 07' 14 5' 252'56'191'56'185'200' #SITE PLAN KEYNOTES 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 50'-0"3/21/2022 9:21:09 AM20045.00 SITE PLAN - LEVEL 6 ENT AS-106 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 S34 PRIVATE TENANT TERRACE SOUTH CENTER NORTH CENTER SERVICE ROADSOUTH SERVICE ROADNORTH SERVICE ROADEASTON CREEKEASTON CREEKSAN FRANCISCO BAY OLD BAYSHORE HIGHW AY O L D B A Y S H O R E H IG H W A Y US-101 -BAYSHORE FREEWAY AIRPORT BOULEVARD1 ENT AS-331 BUILDING 3 BUILDING 1 SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 S35 S35 S35 S35 S35 S35 S35 S35 S34 0'25' 50'100' 200' 1 ENT AS-301 2 ENT AS-301 1 ENT AS-302 1 9 3' 5 6' 1 2 9' 1 0' 2 15' 13 8' 252'56'191'56'185'200' #SITE PLAN KEYNOTES 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 50'-0"3/21/2022 9:21:34 AM20045.00 SITE PLAN - ROOF ENT AS-112 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 S34 PRIVATE TENANT TERRACE S35 SCREENED ROOFTOP MECHANICAL EQUIPMENT AREA SOUTH CENTER NORTH CENTER SERVICE ROADSOUTH SERVICE ROADNORTH SERVICE ROADEASTON CREEKEASTON CREEKSAN FRANCISCO BAY OLD BAYSHORE HIGHW AY O L D B A Y S H O R E HI G H W A Y US-101 -BAYSHORE FREEWAY AIRPORT BOULEVARDBUILDING COVERAGE BUILDING COVERAGE BUILDING COVERAGE BUILDING COVERAGEBUILDING COVERAGE OPEN SPACE USACE USACE 3,330 SF OPEN SPACE 7,788 SF OPEN SPACE 5,932 SF OPEN SPACE 4,831 SF OPEN SPACE 10,704 SF OPEN SPACE 2,865 SF OPEN SPACE 10,868 SF OPEN SPACE 1,287 SF OPEN SPACE 4,321 SF OPEN SPACE 1,302 SF OPEN SPACE 2,412 SF OPEN SPACE 4,423 SF OPEN SPACE 6,540 SF OPEN SPACE 3,536 SF OPEN SPACE 1,406 SF OPEN SPACE 5,929 SF OPEN SPACE 1 ENT AS-301 2 ENT AS-301 1 ENT AS-302 0'25' 50'100' 200' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 50'-0"3/2/2022 9:53:42 PM20045.00 PROPOSED SITE PLAN - BUILDING COVERAGE ENT AS-121 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 TYPE SF ACRES BUILDING COVERAGE 259,930 5.97 OPEN SPACE 216,329 4.97 SERVICE ROAD 30,888 0.71 USACE 16,535 0.38 523,682 12.02 BUILDING COVERAGE AREA SCHEDULE 03/24/2022 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& $0&,5&8/$7,21',$*5$0%,.(6 3('(675,$16(17$62/'%$<6+25(+,*+:$<%XUOLQJDPH&$ BLDG 1SOUTHPARKINGSOUTHBLDG 3CENTERPARKINGNORTHBLDG 2NORTH 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& $0&,5&8/$7,21',$*5$09(+,&/(&,5&8/$7,21(17$62/'%$<6+25(+,*+:$<%XUOLQJDPH&$ BLDG 1SOUTHPARKINGSOUTHBLDG 3CENTERPARKINGNORTHBLDG 2NORTH 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',2 2&0 6(&21'675((77+/)25267(6+((712 6+((77,7/( '$7(,668(6352-(&712 '$7( 6&$/( $OOGUDZLQJVDQGZULWWHQPDWHULDODSSHDULQJKHUHLQFRQVWLWXWHRULJLQDODQGXQSXEOLVKHGZRUNRIWKH$UFKLWHFW(QJLQHHUDQGPD\QRWEHGXSOLFDWHGXVHGRUGLVFORVHGZLWKRXWFRQVHQWRI$UFKLWHFW(QJLQHHU,IWKLVGUDZLQJLVQRW[WKHQWKHGUDZLQJKDVEHHQUHYLVHGIURPLWVRULJLQDOVL]H1RWHGVFDOHVPXVWEHDGMXVWHG7KLVOLQHVKRXOGEHHTXDOWRRQHLQFK.(<3/$1(17,7/(0(17$33/,&$7,2116':%XUOLQJDPH9HQWXUH//& $09,(:&255,'256 (17$62/'%$<6+25(+,*+:$<%XUOLQJDPH&$ EXISTING VIEW CORRIDORS: OLD BAYSHORE TO THE EASTPROPOSED VIEW CORRIDORS: OLD BAYSHORE TO THE EASTTotal Frontage: 1412’View Corridor: 366’Building Frontage: 74%View Corridor: 26%Total Frontage: 1412’View Corridor: 409’Building Frontage: 71%View Corridor: 29%111222333444555 03/24/2022 03/24/2022 LEVEL 01 16'-0" MEAN SEA LEVEL 3'-6" NAVD88 0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" SOUTH FIRE/ SERVICE ROAD CENTER FIRE/ SERVICE ROAD CYCLE CENTER LOBBY LOBBYCYCLE CENTER P SKY BRIDGESKY BRIDGE L DOUBLE HT MECHANICAL AREA DOUBLE HT MECHANICAL AREA TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA DOUBLE HT MECHANICAL AREA SKYBRIDGE ACCESS SHUTTLE LOBBY TENANT SPACE SHUTTLE LOBBY NORTH FIRE/ SERVICE ROAD LOBBY SETBACK CREEK EASTONSETBACK SETBACK P SKY BRIDGE L TENANT SPACE DOUBLE HT MECHANICAL AREA DOUBLE HT MECHANICAL AREA SKY BRIDGE ACCESS BOH SHUTTLE LOBBY 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 50'-0"3/3/2022 12:04:15 PM20045.00 SITE SECTION - NORTH/SOUTH ENT AS-331 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1" = 50'-0"1 SITE SECTION - NORTH/SOUTH HIGHEST OCCUPIED FLOOR181'-0"03/24/2022 ENTC-001 BAYSHORE HIGHWAY B A Y S H O R E H I G H W A Y AIRPORT BLVDPA R C E L V PA R C E L VI I I PA R C E L VI I PA R C E L D D - 6 2 6 3 5 P A R C E L I I P A R C E L V I PARCEL I P A R C E L I I I PARCEL IV PA R C E L V PA R C E L VI I I PA R C E L VI I PARCEL DD-62635 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 EXISTING CONDITIONS ENT C-100 03/22/2022 03/04/202203/22/2022 PA R C E L V PA R C E L VI I I PA R C E L VI I PA R C E L D D - 6 2 6 3 5 P A R C E L I I P A R C E L V I PARCEL I P A R C E L I I I PARCEL IV PA R C E L V PA R C E L VI I I PA R C E L VI I PARCEL DD-62635 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 DEMOLITION PLAN ENT C-200 03/22/2022 03/04/202203/22/2022 P A R C E L I I P A R C E L V I PARCEL I P A R C E L I I I PARCEL IV PA R C E L V PA R C E L VI I I PA R C E L VI I PARCEL DD-62635 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 TENTATIVE MAP EXISTING PARCELIZATION PLAN ENT C-300 03/22/2022 03/04/202203/22/2022 DEVELOPMENT PARCEL 523,790 SF (12.02 ACRES) SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 TENTATIVE MAP PROPOSED PARCELIZATION PLAN ENT C-301 PRELIMINARY 03/22/2022 PRELIMINARY 03/22/2022 03/22/2022 03/04/202203/22/2022 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 PROPOSED CIVIL SITE PLAN ENT C-400 03/04/202203/22/2022 03/04/202203/22/2022 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 PROPOSED STREET SECTIONS ENT C-401 03/22/2022 03/04/202203/22/2022 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 PROPOSED GRADING PLAN ENT C-500 03/04/202203/22/2022 03/04/202203/22/2022 SHEET NO:SHEET TITLE:DATEISSUESPROJECT NO.:DATE:SCALE:All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchKEYPLAN03/04/2022ENTITLEMENT APPLICATIONN23S1DW Burlingame Venture, LLC20210035AS SHOWN03/04/2022BAYSHORE HIGHWAY1200-1340PROPOSED UTILITY PLANENT C-60003/04/202203/22/202203/04/202203/22/2022 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 PROPOSED STORMWATER MANAGEMENT PLAN ENT C-700 03/04/202203/22/2022 03/04/202203/22/2022 ENT C-800 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 PROPOSED FIRE APPARATUS ACCESS PLAN 03/04/202203/22/2022 03/04/202203/22/2022 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 PROPOSED UNDERGROUND FIRE SERVICE PLAN ENT C-801 03/04/202203/22/2022 03/04/202203/22/2022 ENT C-900 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/04/2022ENTITLEMENT APPLICATION 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 5 4 S A N F R AN C I S C O C ALI F ORNI A 9 41 0 7 41 5 .4 8 9.2 2 2 4 TEL 41 5 .3 5 8.91 0 0 F A X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,40 2 N 2 3 S 1 DW Burlingame Venture, LLC 20210035 AS SHOWN 03/04/2022 BAYSHORE HIGHWAY 1200-1340 TRUCK TURNING MOVEMENT CALTRANS INTERSECTION 03/22/2022 03/04/202203/22/2022 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ (17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& P A R C E L I I P A R C E L V I P A R C E L I P A R C E L I I I PA R C E L 62 6 3 7 - 1 PA R C E L D D - 6 2 6 3 5 PA R C E L I X PA R C E L VI I PA R C E L VI I I PA R C E L V PR O P E R T Y L I N E PROPERTY LINE P R O P E R T Y L I N E SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION 5 4 S A N F R A N C I S C O C AL I F O R N I A 9 41 0 7 4 1 5 .4 8 9 .2 2 2 4 T E L 4 1 5 .3 5 8 .9 1 0 0 F A X W W W W.RNSSTUDIO.OCM 01 SE C OND S TREE T TH LF O RO S TE.,4 0 2 5 4 S A N F R A N C I S C O C AL I F O R N I A 9 41 0 7 4 1 5 .4 8 9 .2 2 2 4 T E L 4 1 5 .3 5 8 .9 1 0 0 F A X W W W W.RNSSTUDIO.OCM 01 SE C OND S TREE T TH LF O RO S TE.,4 0 2 5 4 S A N F R A N C I S C O C AL I F O R N I A 9 41 0 7 4 1 5 .4 8 9 .2 2 2 4 T E L 4 1 5 .3 5 8 .9 1 0 0 F A X W W W W.RNSSTUDIO.OCM 01 SE C OND S TREE T TH LF O RO S TE.,4 0 2 N 2 3 S 1 DW Burlingame Venture, LLC 20045.00 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 TREE REMOVAL AND PROTECTION PLAN 1" = 50' SYMBOL QUANTITYDESCRIPTION NOTES TREE ENT L-001 0 25 50 100 300 SCALE IN FEET LEGEND SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION 5 4 S A N F R A N C I S C O C A L I F O R N I A 9 41 0 7 4 1 5 .4 8 9 .2 2 2 4 T E L 4 1 5 .3 5 8 .9 1 0 0 F A X W W W W.RNSSTUDIO.OCM 01 SE C OND S TREE T TH LF ORO S TE.,40 2 5 4 S A N F R A N C I S C O C A L I F O R N I A 9 41 0 7 4 1 5 .4 8 9 .2 2 2 4 T E L 4 1 5 .3 5 8 .9 1 0 0 F A X W W W W.RNSSTUDIO.OCM 01 SE C OND S TREE T TH LF ORO S TE.,40 2 5 4 S A N F R A N C I S C O C A L I F O R N I A 9 41 0 7 4 1 5 .4 8 9 .2 2 2 4 T E L 4 1 5 .3 5 8 .9 1 0 0 F A X W W W W.RNSSTUDIO.OCM 01 SE C OND S TREE T TH LF ORO S TE.,40 2 N 2 3 S 1 DW Burlingame Venture, LLC 20045.00 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 EXISTING TREE INVENTORY ENT L-002 N/A SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPR O P E R T Y L I N E / L O W B C D C 1 0 0 ’ B A N D BC D C 1 0 0 ’ B A N D OLD BAYSHORE HIGHWAY SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 BUILDING 1BUILDING 3 LANDSCAPE SITE PLAN - ILLUSTRATIVE ENT L-101 1”=50’ SOUTH CENTER NORTH SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPR O P E R T Y L I N E / L O W B C D C 1 0 0 ’ B A N D B C D C 1 0 0 ’ B A N D OLD BAYSHORE HIGHWAY SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 BUILDING 1 NORTH PARKING STRUCTURE BUILDING 3 1”=50’ ENT L-102 LANDSCAPE ROOF PLAN - ILLUSTRATIVE SOUTH CENTER NORTH L.O.WL.O.WL.O.WL.O.WL.O.WPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEUSACE JURISDICTIONUSACE JURISDICTIONUSAC E J U R I S D I C T I O N USACE JURISDICTION BUILDING 3OLD BAYSHORE HIGHWAYOLD BAYSHORE HIGHWAYAIR P O R T B O U L E V A R DBCDC 100'BCDC 100'SOUTHPARKING STRUCTUREBUILDING 1BUILDING 2NORTHPARKINGSTRUCTURESAN FRANCISCO BAYSOUTH SERVICE ROAD CENTER SERVICE ROAD NORTH SERVICE ROADEASTON CREEK TOP OF BANK / CDFW + RWQCB JURISDICTIONBCDC 100'BCDC 100'BCDC 100' B C D C 1 0 0 'BCDC 100'TENANTSPACECYCLECENTERBOHEGRESSCYCLECENTERLOBBYTENANTSPACECYCLECENTERTENANTSPACELOBBYRETAIL/F&BLOBBYENT L-X13ENT L-X13ENT L-X14ENT L-X14ENT L-X14 ENT L-X14ENT L-X12 ENT L-X12 ENT L-X12 ENT L-X12 ENT L-X10 ENT L-X10 ENT L-X13 ENT L- X 1 3 ENT L-X12 E N T L - X 1 2ENT L-X11ENT L-X11ENT L-X12ENT L-X12ENT L-X11ENT L-X10ENT L-X11 ENT L-X10 123438110567891011121314151617181920SITE FEATURES19618171612197115422120201514151321121212121212121LANDSCAPE PLAN -KEY PLANENT L-200SHEET NO:SHEET TITLE:DATEISSUESPROJECT NO.:DATE:SCALE:All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchKEYPLAN03/24/2022ENTITLEMENT APPLICATION54SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402N23S1DW Burlingame Venture, LLC20045.0003/24/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401002550100300SCALE IN FEET1" = 50'-0" SHEET NO:SHEET TITLE:DATEISSUESPROJECT NO.:DATE:SCALE:All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchKEYPLAN03/24/2022ENTITLEMENT APPLICATION54SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402N23S1DW Burlingame Venture, LLC20045.0003/24/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 94010ENT L-201PAVINGTAGSYMBOLTYPEP1AMATERIALS SCHEDULESITE ELEMENTSDESCRIPTIONTAGTYPEDESCRIPTIONGENERAL NOTESLEGENDP1BNOTESP2P3AP3BP4P5AP5BP6P7E1E2E3E4E5E6E7E8E9E10E11E12E13E14E15E16E17E18E19LANDSCAPE MATERIALSSCHEDULEN/A EGRESSTENANTSPACEENT L-213ENT L-213ENT L-214ENT L-214E N T L - 2 1 3 E N T L - 2 1 3 E N T L - 2 1 1 E N T L - 2 1 1 USACE JURISDICTIONBCDC 100'BUILDING 2NORTHPARKINGSTRUCTUREN O R T H S E R V I C E R O A D BCDC 100'B C D C 1 0 0 'E11P3BP5BP6E18E7E15P1AE12E19P1BSHEET NO:SHEET TITLE:DATEISSUESPROJECT NO.:DATE:SCALE:All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchKEYPLAN03/24/2022ENTITLEMENT APPLICATION54SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402N23S1DW Burlingame Venture, LLC20045.0003/24/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 94010LANDSCAPE PLANENLARGEMENTENT L-2131" = 20'-0"PAVINGTAGSYMBOLTYPEP1AMATERIALS SCHEDULEP1BP2P3AP3BP4P5AP5BP6P7SITE ELEMENTSTAGTYPEE1E2E3E4E5E6E7E8E9E10E11E12E13E14E15E16E17E18E19010204060SCALE IN FEETLEGEND ACHILLEA MILLEFOLIUM CEANOTHUS SPECIES IRIS DOUGLASIANA OLEA EUROPA ‘LITTLE OLLIE’ CERCIS OCCIDENTALIS MAGNOLIA GRANDIFLORA LOPHOSTEMON CONFERTA QUERCUS VIRGINIANA QUERCUS AGRIFOLIA SALIX LASIOLEPIS CUPRESSUS MACROCARPA WESTRINGIA FRUTICOSA ‘MUNDI’LOMANDRA LONGIFOLIA AESCULUS CALIFORNICA ALNUS RHOMBIFOLIA ARBUTS MARINA LUPINUS ALBIFRONS (FORM)LUPINUS ALBIFRONS (FLOWER)MIMULUS AURANTIACUS MYRICA CALIFORNICA MUHLENBERGIA RIGENS ERIOGONOM SPECIES ERIGERON GLAUCUS FRANGULA CALIFORNICA (FORM)FRANGULA CALIFORNICA (DETAIL) ARMERIA MARITIMA ARTEMESIA CALIFORNICA BACCHARIS PILULARIS CALAMAGROSTIS FOLIOSA PLANT AND TREE IMAGES N/A ENT L-315 SITE SECTIONS SECTION 1 - SOUTH WETLAND SECTION 2 - BAY TRAIL AND BOARDWALK 1/8” = 1’-0” ENT L-401 Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0”MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD LEGEND LEGEND KEY PLAN REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING KEY PLAN SITE SECTIONS 1/8” = 1’-0” ENT L-402 SECTION 3 - BAY TRAIL AND BOARDWALK SECTION 4 - EASTON CREEK Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0” MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD LEGEND LEGEND REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING KEY PLAN KEY PLAN ENT L-403 1/8” = 1’-0” SECTION 5 - EASTON CREEK SECTION 6 - BAY TRAIL AND PICNIC AREA SITE SECTIONS Scale: 1/8” = 1’-0” Scale: 1/8” = 1’-0”MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD MSL - MEAN SEA LEVEL MHHW - MEAN HIGHER HIGH WATER BFE - BASE FLOOD ELEVATION USACE: US ARMY CORPS OF ENGINEERS CDFW - CALIFORNIA DEPT OF FISH AND WILDLIFE RWQCB - REGIONAL WATER QUALITY CONTROL BOARD LEGEND LEGEND REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING REFER TO SHORELINE ENGINEERING DRAWINGS FOR SEA-LEVEL RISE RESILIENCY ENGINEERING KEY PLAN KEY PLAN ENT L-404 1”=50’ SECTION 7 - OLD BAYSHORE HWY AT BUILDING 3 SECTION 8 - OLD BAYSHORE HWY AT BUILDING 2 Scale: 1/8” = 1’-0” SITE SECTIONS Scale: 1/8” = 1’-0” KEY PLAN KEY PLAN CONCEPTUAL ART PROGRAM PLAN ENT L-501 1”=50’ SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPR O P E R T Y L I N E / L O W B C D C 1 0 0 ’ B A N D B C D C 1 0 0 ’ B A N D OLD BAYSHORE HIGHWAY SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 BUILDING 1BUILDING 3 CONCEPTUAL POTENTIALPUBLIC ART LOCATIONS NOTE: IMAGES AND LOCATIONS ARE MEANT TO CONVEY PUBLIC ART CONCEPTS. FINAL PUBLIC ART PROGRAM AND LOCATION TO BE DETERMINED CONCEPTUAL SIGNAGE PLAN ENT L-502ENT L- 1”=50’ SA N F R A N C I S C O B A Y EASTON CREEKAIRPORT BOULEVARDPR O P E R T Y L I N E / L O W B C D C 1 0 0 ’ B A N D B C D C 1 0 0 ’ B A N D OLD BAYSHORE HIGHWAY SOUTH PARKING STRUCTURE NORTH PARKING STRUCTURE BUILDING 2 BUILDING 1BUILDING 3 INTERPRETIVE SIGNAGELANDSCAPE SIGNAGE & WAYFINDING NOTE: IMAGES AND LOCATIONS ARE MEANT TO CONVEY SIGNAGE CONCEPTS. FINAL SIGNAGE PROGRAM AND LOCATIONS TO BE DETERMINED. B A Y S HO R E H I G HW A YBAYSHORE HIGHWAYAIRPORT BLVDPARCEL VPARCELVIIIPARCELVIIPARCEL DD-6263521354ENT SS-006ENT SS-006ENT SS-007ENT SS-007ENT SS-0071ENT SS-0062ENT SS-006All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 50'ENT SS-001SITE PLANEASTONCREEKTIDALMARSHSEAWALLSEAWALLSEAWALLSEAWALLPEDESTRIAN/VEHICULAR BRIDGESEE SHEET ENT SS-008BAY TRAILLEVEEBAY TRAILPEDESTRIANBRIDGELEVEEBAY TRAIL SOUTH SHORELINE INFRASTRUCTURESEE SHEET ENT SS-003PEDESTRIAN BRIDGEBAY TRAIL NORTH SHORELINE INFRASTRUCTURESEE SHEET ENT SS-004EASTON CREEK SHORELINE INFRASTRUCTURESEE SHEET ENT SS-005BOARDWALKWESTOUTFALLEASTOUTFALL B A Y SHO R E H I G HW A YBAYSHORE HIGHWAYAIRPORT BLVDPARCEL VPARCELVIIIPARCELVIIPARCEL DD-62635All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 50'NOTES:1.EAST OUTFALL, AREA OF PRELIMINARY EFFECT = 20' x 15'2.WEST OUTFALL, AREA OF PRELIMINARY EFFECT = 20' x 15'AREA OF PRELIMINARYEFFECT PLANENT SS-002EASTONCREEKTIDALMARSHWEST OUTFALLAREA OF PRELIMINARY EFFECTSEE NOTE 2SEE SHEET ENT SS-009EAST OUTFALLAREA OF PRELIMINARY EFFECTSEE NOTE 1SEE SHEET ENT SS-009 PARCEL DD-62635All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 20'5ENT SS-007ENLARGED PLAN - BAYTRAIL SOUTH SHORELINEINFRASTRUCTUREENT SS-003TIDALMARSHBAY TRAILBOARDWALK SPAN TYPSEAWALL328.7' LONG x 2' WIDELEVEE4 6 ' 1 5 . 6 '12'16.4'20.7'2 0 '16'2 2 . 5 '10.7'1 5 . 5 ' 2 7 . 4 '12'15.8'7.8'7. 8 '2.3'15.8'20.1'12'BOARDWALK LANDING TYPSEAWALL151.6' LONG x 2' WIDE2ENT SS-006 PARCELVIIIAll drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 20'2ENT SS-006ENLARGED PLAN - BAYTRAIL NORTH SHORELINEINFRASTRUCTUREENT SS-004EASTONCREEKSEAWALL171.8' LONG x 2' WIDEBAY TRAILLEVEEPEDESTRIAN/VEHICULAR BRIDGEPEDESTRIANBRIDGE18'190.5'17'RSP166.5'ACBM17.5'30.8'3.1'RSP1ENT SS-006 All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 20'3ENT SS-0071ENT SS-006ENLARGED PLAN -EASTON CREEKSHORELINEINFRASTRUCTUREENT SS-005EASTONCREEKBAY TRAILLEVEEPEDESTRIAN/VEHICULAR BRIDGE8'EAST OUTFALLPEDESTRIAN BRIDGEBAY TRAILLEVEESEAWALLSEAWALL168.1' LONG x 2' WIDESEAWALL209.5' LONG x 2' WIDE64'70'18'135.7'95.8 '31.2' 7 2 . 7 '283.3'RSP85.9 'ACBM136.2'ACBM7'ACBM66.8'ACBM18.5'RSP18'1ENT SS-0062ENT SS-006 All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S1########PROFILES - SHORELINEINFRASTRUCTURE - BAYTRAIL1ENT SS-001TYPICAL PROFILE - SHORELINE LEVEE2ENT SS-001TYPICAL PROFILE - SHORELINE SEAWALLENT SS-0068'-3"ACBM27'ACBMBAY TRAILACBM (8.5" THICK)SOIL FILL (9.5" THICK)CLSM (18" THICK)3121EARTH LEVEEMIN. 5' WIDE CRESTCLSMSOIL IMPROVEMENT TOMITIGATE SETTLEMENTSEAWALL18'RSP2'-6"RSP6'RSP9'RSP1211 All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 10'PROFILES - SHORELINEINFRASTRUCTURE -EASTON CREEK & TIDALMARSH3ENT SS-001TYPICAL PROFILE - EASTON CREEK EAST4ENT SS-001TYPICAL PROFILE - EASTON CREEK WEST5ENT SS-001TYPICAL PROFILE - TIDAL MARSHENT SS-007BOARDWALKPEDESTRIANBRIDGECREEKSIDETRAIL, TYPCREEKSIDETRAIL, TYPCREEKSIDETRAIL, TYP2121EARTH LEVEEMIN. 5' WIDE CREST, TYPCLSM (24" THICK),TYPSOIL IMPROVEMENT TOMITIGATE SETTLEMENT, TYP2121SEAWALL, TYPSEAWALL All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 8'87'-6"16'-9"17'-4"ENGLARGED PLAN &ELEVATION - BAY TRAILVEH. BRIDGE &ABUTMENTSENT SS-008PEDESTRIAN/VEHICULAR BRIDGESAN FRANCISCO BAYEASTON CREEKBAY TRAILBAY TRAILPEDESTRIAN/VEHICULAR BRIDGECREEK CHANNELPROFILE, TYPHIGH TIDELINE, TYPTOP OFBANK, TYPSEAWALLSEAWALLSEAT ABUTMENT, TYPBAY TRAILBAY TRAILCAST-IN-PLACECONCRETE DECKPRECAST BOXBEAM SEGMENTSPILE, TYP All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchDW Burlingame Venture, LLC2/7/2022 9:13:18 AM 20045.0003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 9401054SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWWW.RNSSTUDIO.OCM01SECONDSTREETTHLFOROSTE.,402DATEISSUES03/04/2022ENTITLEMENT APPLICATIONSHEET NO:SHEET TITLE:PROJECT NO.:DATE:SCALE:KEYPLANDW Burlingame Venture, LLCN23S11" = 8'ENLARGED PLAN -STORMWATER OUTFALLSPLAN - EAST OUTFALLPLAN - WEST OUTFALLENT SS-009NOTES:1.AREA OF POTENTIAL EFFECT. WORK BELOW MHW AND HTL.REFER TO ENT SS-002 FOR OVERVIEW.2.REPLACE EXISTING OUTFALL WITH NEW STORMWATEROUTFALL STRUCTURE WITH HEADWALL, TYPAREA OF PRELIMINARYEFFECT, SEE NOTE 115'EASTSTORMWATEROUTFALL,SEE NOTE 220'NEW MANHOLESTRUCTURE(E) SD LINEAREA OF PRELIMINARYEFFECT, SEE NOTE 1WESTSTORMWATEROUTFALL,SEE NOTE 2NEW MANHOLESTRUCTURE(E) SD LINE20'EASTON CREEKEASTON CREEK15' 1 2 3 5 4 8 9 8 97 6 1 1 2 3 4 5 Lighting Character - Precedent Images ILLUSTRATIVE SITE LIGHTING PLAN 1 (not to scale) 6 7SERVICE ROAD NORTHSERVICE ROAD CENTRALOL D B A Y S H O R E H W Y OLD BAYSHORE HWY AIRPORT BLVDSERVICE ROAD SOUTH POE01 POE01 POE01 POE01POE01POE01POE01BPOE01B POE01 POE01 POE01 POE01 POE02 POE02 POE02POE02POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 BOE02 BOE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE02 BOE02 BOE02 POE03 POE03 BOE02 BOE02 BOE02 BOE02 EXISTING STREETLIGHT TO REMAIN 1.7 1.61.81.6 1.7 2.01.8 2.0 2.22.2 2.3 2.6 2.6 2.33.0 2.7 2.22.7 2.43.0 2.4 1.82.7 2.21.92.3 2.1 1.92.4 2.3 2.12.52.2 1.92.6 2.4 2.02.7 2.4 1.93.0 2.5 2.02.4 2.1 2.3 2.2 2.02.2 2.01.7 1.7 1 .51.4 1.21.21.3 1.3 1.31.31.3 1.3 1.31.2 1.2 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0.9 0.90.8 0.8 0.8 0.7 0.7 0.7 0.70 .70 .70.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.5 0.5 0.6 1.51.61.31.10.90.90.90.91.21.21.21.41.61.62.12.23.43.13.13.32.7 3.01.81.5 1.41.41.31.31.21.51.8 1.6 2.2 1.82.33.0 2.9 2.9 3.52.5 3.02.5 2.32.32.7 2.4 3.3 3.03.8 3.9 3.6 3.9 3.5 3.53.1 3.3 2.7 2.82.6 2.62.8 2.72.8 2.8 2.6 2.7 2.7 2.6 2.62.6 2.5 2.8 2.62.6 2.6 2.5 2.5 2.2 2.32.2 2.32.1 2.22.0 2.1 1.4 1.61.2 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1.51.8 1.9 2.2 2.2 1.52.5 0.0 0.1 0.1 0.00.2 0.4 0.1 0.6 2.2 0.0 0.1 0.8 0.0 0.00.1 0.0 0.0 0.1 0.0 0.1 0.2 0.1 0.60.00.2 1.4 0.0 0.0 0.1 0.0 0.0 0.1 0.10.2 0.00.2 0.7 0.1 0.3 1.9 0.0 0.1 0.2 0.0 0.1 0.1 0.0 0.1 0.3 0.2 0.0 0.1 0.4 1.6 0.1 0.0 0.0 0.1 0.60.0 0.1 0.2 0.2 0.1 0.0 0.1 0.3 1.2 0.0 0.0 0.0 0.10.6 0.0 0.1 0.2 0.20.1 0.0 0.10.5 1.4 0.0 0.0 0.0 0.1 1.0 0.1 0.1 0.1 0.1 0.00.10.3 0.7 0.00.0 0.2 1.0 0.1 0.1 0.1 0.2 0.0 0.1 0.3 0.4 0.0 0.1 0.31.7 0.0 0.1 0.20.2 0.0 0.10.5 1.3 0.00.0 0.2 1.1 0.10.1 0.1 0.1 0.1 0.2 0.6 0.7 0.0 0.1 0.4 2.4 0.1 0.2 0.2 0.1 0.41.2 0.00.1 1.0 0.0 0.1 0.5 0.0 0.1 0.10.10.2 0.3 0.1 0.2 1.1 0.1 0.3 1.80.10.2 0.6 0.0 0.1 0.1 0.1 0.3 0.5 0.0 0.21.4 0.1 0.2 1 .5 0.0 0.0 0.1 0.0 0.10.1 0.1 0.2 0.1 0.3 1.1 0.1 0.52.6 0.00.1 0.3 0.0 0.0 0.1 0.1 0.10.1 0.2 0.5 0.1 0.7 0.1 0.1 0.70.10.10.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.40.7 0.1 0.2 1.4 1.2 0 .0 0 .10.10.10.2 0.4 0.5 0.1 0.5 2 .20.0 0.1 0.6 2.7 0.00.1 0.3 0.0 0.1 0 .1 0 .0 0.1 0.20 .10.4 0.0 0.2 1.2 0.0 0.1 0.70.00.1 0.0 0.1 0 .1 0.1 0.2 0.0 0 .31.30.1 0.3 2.2 0.0 0.2 0.0 0.00.10.1 0.1 0.1 0.2 0 .9 0.1 0 .50.0 0 .10.4 0.0 0.0 0.1 0.0 0.10.10.20.4 0.1 0.8 0.0 0.2 1 .10.0 0.10 .0 0.0 0.1 0 .0 0 .1 0.10.1 0.50.1 0.3 1.9 0.1 0.3 0.0 0 .00.10.00.1 0 .1 0.0 0 .1 0.3 0.1 0.5 1.9 0 .0 0.10.7 0.0 0.1 0.0 0.0 0 .1 0.1 0.20 .10.4 1.2 0.1 0.1 0 .8 0.0 0.1 0.40.0 0.0 0.1 0.10.1 0.1 0.3 0.9 0.1 0 .90.10.10.6 0.0 0.1 0.1 0.1 0 .1 0 .10 .10 .30.80.1 0.8 0.0 0.1 0.6 0 .0 0.0 0 .10.00.1 0.1 0.1 0.4 0 .0 0.2 1 .50.00.2 1.5 0.0 0.10.0 0.1 0.0 0.10.1 0.1 0 .2 0 .5 0.1 0.60.10.6 0.0 0.1 0.2 0.0 0.0 0.10.00.10.1 0.5 0 .0 0 .21 .50.00.2 0.8 0.0 0.10.0 0 .10.1 0.2 0.0 0.2 0 .90 .00.31.8 0.0 0.2 0 .70.1 0 .11.00.4 0.10.00.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.1 0.0 2.7 9.0 0.2 0 .00.4 6.8 0.00.0 2.4 10.1 0.3 6.5 0.2 8.50.8 1.2 1.6 2.2 2.9 3.5 4.30.0 3.30.0 0.1 0.6 0.0 0.1 3.3 10 .2 0.0 0.4 7.2 2.3 10 .00.25.9 1.49.2 0.1 4.6 0.8 8.3 0.0 3.4 10 .8 0.2 5 .2 0.2 8.51.1 1 0.3 5.10.14.410.20.8 8.2 0.1 2.2 10 .2 0.20.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0.5 0.00.0 0 .0 0.0 0 .0 0.00.0 0.0 0 .0 1.3 0.81.2 1.31.2 2.81.2 2.31.0 1.1 1.10.8 0.70.7 0.6 0.9 0.50.4 0.5 1.7 3.0 1.9 0.50.5 2.7 0.8 0.4 0.3 0.61.0 0.6 0.6 2.1 2.8 1.00.3 0.5 2.0 2.5 0.7 0.20.4 0.8 0.7 0.2 3.1 1.0 0.40.50.3 0.2 1.0 2.7 2.7 0.6 0.1 0.1 1.40.6 0.10.4 0.5 0.3 1.6 2.8 0.4 0.40.6 0.5 0.2 0.8 1.1 3.7 0.2 0.8 2.6 0.52.3 2.4 0.6 2.2 0.4 0.2 0.2 0.4 0.6 0.4 1.0 0.8 0.6 0.3 2.8 0.5 0.1 1.7 0.4 0.1 0.20.7 2.7 1.90.4 0.1 0.7 2.8 2.8 0.4 0.4 0.71.2 0.7 0.3 0 .2 0.60.6 0.2 0.1 0.5 0.6 0.40.3 0.3 0.3 0.2 0.20.4 0.1 0.10.2 0.3 1.0 0.7 1.21.9 1.0 0 .4 0.2 0.7 2.8 0.8 2.1 1.2 0 .80.7 2.4 0.41.5 1.9 0.6 2.5 0.5 0.5 1.5 1.0 0.6 0.3 0.3 0.2 0.1 0.3 1.1 0.3 0.41.8 2.8 1.1 0.2 0.1 0.1 0.1 0.3 1.72.7 0.2 0.1 0.2 0.4 0.6 0.30.1 0.2 0.7 0.20.5 1.0 0.6 0.20.1 0.1 0.1 0.2 1.4 0.2 0.10.1 0.1 0.1 0.2 0.8 2.1 1.3 0.1 0.2 0.6 0.70.3 0.30.3 0.9 2.7 2.8 0.8 0.2 0.1 0.2 0.72.7 2.4 0.5 0.1 0.2 0.1 0.1 0.70.5 0.5 0.2 0.1 0.10.5 1.6 1.4 0.4 0.1 0.10.5 1.9 2.2 0.6 0.3 0.20.1 0.1 0.1 0.4 2.2 2.8 0.9 0.2 0.4 0.20.1 0.1 0.2 0.4 0.6 0.3 0.1 0.1 0.5 2.3 2.7 0.7 0.3 1.31.7 0.6 0.1 0.5 0.5 1.3 0.2 0.1 0.3 2.10.2 0.9 1.7 0.8 0.2 0.10.2 0.3 1.7 1.3 2.8 0.6 0.40.1 0.1 0.1 0.20.10.6 1.8 1.3 0.3 0.10.2 0.8 2.8 0.1 0.1 0.1 0.4 1.31.30.4 0.1 0.1 0.1 0.20.4 0.3 0.1 0.1 0.10.2 0.2 0.1 0.10.2 1.0 2.5 1.4 0.3 0.10.1 0.4 0.8 0.6 0.2 0.2 1.1 2.8 2.5 0.5 0.3 0.8 1.8 0.9 2.2 0.3 0.30.1 0.2 0.3 0 .41.7 2.4 0 .7 1.2 0.2 2.93.5 2.8 2.22.0 3.9 3.5 3.02.4 1.9 1.7 2.5 3 .0 1.42.8 2.4 2.0 1.6 1.3 1.21.10.8 0.7 1.4 3.12.6 2.3 1.9 1.6 0.7 0.6 0.6 0.9 1.9 1.7 0.7 2.7 2.2 1.8 1.50.5 0.6 0.5 0.40.4 0.5 1.2 2.2 1.8 1.5 0.3 0.3 0.3 0.4 0.92.7 2.4 2.1 1.7 1.4 0.3 0.4 0.7 0.6 0.4 0.40.6 1.8 1.5 1.3 1.1 0.3 0.3 0.3 0.3 0.5 1.7 3.0 1.9 1 .3 1.1 1.0 0.2 0.30.6 0.9 0.7 0.5 2.4 1.10.8 0.3 0.3 0.30.4 0.5 1.4 2.6 1.4 0.7 0.2 0.3 0.4 1.2 3.2 2.9 0.6 0.7 0.6 0.5 0.3 0.6 0.9 0.9 0.7 1.9 1.2 1.1 0.4 0.4 0.4 0.4 0.50.5 0.6 1.2 3.5 3.6 1.81.1 0.9 0.8 0.8 0.40.4 0.3 0.4 0.5 0.71.3 1.5 1.0 0.8 0.7 0.70.6 0 .6 0.5 1.3 1.3 0.4 0.20.4 0.5 0.6 0.6 0.6 0.60.6 0.5 0.5 0.5 0.42.7 0.6 0.2 0.4 0.40.4 0.4 0.4 0.4 0.4 0.4 1.1 0.4 0.2 0.1 0.3 0.3 0.3 0.3 0.2 0.1 0.10.2 0.2 0.10.8 0.7 0.22.2 0.4 0.11.3 0.30.10.1 0.1 0.10.1 0.10.1 0.1 0.5 0.4 0.1 1.9 1.6 0.3 0.1 1.6 0.3 0.1 2.32.02.1 1.9 2.1 2.1 2.32.3 1.9 2.3 2.22.3 2.5 2.3 1.91.3 1.8 2.32.4 2.1 1.7 1.2 2.22.2 1.9 1.6 1.10.4 2.22.0 1.7 1.1 0.70.3 2.4 1.81.3 0.9 0.5 0.2 3.1 2.0 1.8 1.4 1.00.5 2.1 1.91.6 1.2 0.70.3 1.81.5 0.90.4 2.0 1.6 1.1 0.70.3 2.4 1.81.5 1.1 0.73.2 2.1 1.81.4 1.00.5 2.1 1.91.6 1.3 0.71.8 2.1 1.91.5 0.9 0.4 2.32.0 1.6 1.0 0.6 2.4 1.61.3 0.9 0.52.7 1.6 1.20.9 0.71.0 0.9 0.8 0.60.90.9 0.8 0.71.1 1.1 1.10.8 1.41.5 1.4 1.00.6 2.4 1.6 1.2 0.9 2.0 1.4 1.01.72.62.02.2 2.2 2.1 1.7 0.8 1.2 1.61.7 1.4 1.7 2.00.6 0.80.9 0.9 1.31.5 1.7 1.9 2.00.5 0.8 1.21.3 1.5 1.5 1.7 2.0 2.00.8 0.9 1.01.2 1.5 1.61.8 2.0 1.8 0.81.1 1.3 1.41.4 1.61.9 2.02.0 2.2 3.12.9 0.7 0.81.0 1.2 1.51.6 1.8 1.91.9 2.0 1.5 0.9 0.7 1.1 1.2 1.4 1.3 1.41.5 1.3 1.1 0.8 0.80.91.1 1.0 1.1 0.5 0.70.8 1.0 1.11.4 1.90.81.01.3 1.72.0 2.4 2.3 1.01.2 1.62.0 2.12.2 2.4 1.51.6 1.91.81.8 1.6 1.61.3 1.3 1.3 1.2 1.00.90.8 3.3 3.6 1.4 2.3 2.91.6 2.62.7 1.31.9 2.42.9 1.5 2.1 2.5 1.1 1.8 2.22.4 1.51.9 2.2 2.6 3.7 1.51.9 2.3 3.1 2.41.5 2.12.4 2.4 1.31.8 2.22.4 2.4 1.51.9 2.3 3.0 2.8 1.2 1.5 1.92.3 3.0 1.11.5 1.81.3 1.5 1.61.11.4 1.81.7 1.81.4 1.6 1.9 2.2 1.3 1.6 1.8 2.31.4 1.9 2.71.4 2.02.7 2.8 1.3 1.7 1.9 2.11.31.5 1.8 2 .0 1.1 1.4 1.6 1.81.2 1.4 1.6 1.91.0 1.2 1.6 2.21.2 1.7 2.5 3.01.7 2.1 2.31.31.5 1.7 1.91.3 1.6 1.7 1.7 1.3 1.4 1.5 1.51.3 1.4 1.5 1.51.5 1.4 1.41.3 1.2 1.3 1.2 1.1 1.0 1.0 0 .9 0.9 0.8 0.8 0 .70.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.60.6 0.6 0.5 0.5 0 .5 0.5 0.50.5 0.5 0.4 0 .4 0 .4 0.4 0.40.4 2.3 2.2 2.1 2.3 2.4 2.3 2.3 2.3 1.8 1.9 1.4 1.5 1.01.0 0.8 0.8 0.8 0.8 0.7 0.9 0.8 0.9 0.7 1.2 0.8 1.4 0.9 1.6 1.3 1.4 1.2 1.3 1.01.1 1.0 1.1 1.3 1.1 1.3 1.2 1.3 1.2 1.2 1.21.21.1 1.1 1.0 1.2 0.9 1.3 0.91.4 0.92.0 1.21.71.9 1.21.7 1.21.31.6 1.11.31.51.7 1.11.52.2 1.21.82.02.1 1.61.81.61.7 1.51.5 1.3 1.2 1.3 1.1 1.01.11.00.9 0.80.7 0.60.70.60.6 0.5 0.8 0.6 0.5 0.7 0.50.7 0.5 0.9 0.6 0.4 0.8 0.51.20.7 0.4 1.9 1.1 0.6 1.8 1.51.6 1.01.2 1.01.3 1 .11.3 1.01.2 1.21.31.21.31.3 1.21.21.11.1 1.01.00.91.2 1.11.4 1.01.3 1.32.1 1.21.8 1.21.31.11.3 1.01.11.01.2 1.01.21.3 1.21.3 1.3 1.3 1 .31.2 1.3 1.21.5 1.32.0 1.8 2.6 3.3 1.31.2 1.2 1.3 1.2 1.1 1.3 1.3 1.3 1.31.3 1.2 1.3 1.1 1.5 1.2 1.0 1.5 1.1 2.2 1.6 1.7 1.3 1.5 1.3 1.7 1.4 1.1 1.6 1.3 1.91.5 2.1 1.4 2.7 2.2 2.8 2.4 1.9 2.8 2.4 2.8 2.8 2.5 2.52.32.2 0 .9 0.81.10.8 1.4 1.01.4 0.91.21.81.12.02.9 1.92.4 1.61.71.7 1.21.51.01.31.3 1.11.21.5 1.21.5 1.11.42.0 1.32.2 2.12.6 1.82.01.9 1.51.81.31.61.6 1.41.52.0 2.0 2.0 1.8 2.0 2.1 2.1 2.12.0 1.9 1.81.8 1.9 2.0 2.12.1 2.1 2.0 1.9 1.8 1.8 1.8 1.8 1.9 2.0 2.0 2.0 2.0 1.9 1.9 1.81.7 1.7 1.6 1.7 1.7 1.8 1.7 1.7 1.71.5 1.6 1.6 1.7 1.5 1.5 1.5 1.6 1.4 1.4 1.4 1.4 1.5 1.4 1.4 1.4 1.5 1.51.4 1.4 1.51.5 1.4 1.4 1.31.4 1.4 1.4 1.4 1.4 1.4 1.2 1.3 1.3 1.0 1.11.2 0.90.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.7 0.7 0.6 0.6 0.5 0.7 0.7 0.6 0.6 0.5 0.5 0.7 0.6 0.6 0.9 0.8 0.7 1.0 0.9 1.2 1.1 1.0 1.2 1.2 1.2 1.2 1.3 1.21.1 1.21.0 1.41.1 1.3 1.0 2.0 1.3 2.4 1.8 1.2 2.2 2.2 2.3 1.8 1.4 1.8 1.9 2.0 2.3 2.7 2.4 2.7 2.5 2.1 2.1 2.02.1 2.2 2.2 2.7 3.1 2.6 2.6 2.1 2.0 2.1 2.1 2.3 2.5 3.0 2.6 2.4 2 .11 .1 1 .0 0.41.1 1.1 1.8 3.33.2 2 .62.1 2 .02 .7 3.3 3 .3 1.9 3 .3 3.1 2.1 2.3 1.8 2.2 2.42.8 2.6 3.6 3.9 3.72.9 3.0 2.4 2.5 0.8 1.1 0.9 0.6 0.8 0.6 0.7 0.60.8 0.7 0.9 0.7 0.8 0.5 0.80.6 0.6 0.50.6 0.6 0.7 0.7 0.8 0.7 0.9 0.9 1.0 0.81.0 0.8 0.9 0.7 0.9 0.8 0.9 0.7 0.6 0.5 0.6 1.1 2.7 1.6 0.50.2 0.62.3 1.3 0.30.2 0.4 2.5 2.8 1.8 1.71.9 1.91.9 1.6 2.0 1.9 1.71.5 1.3 2.0 1.61.4 1.2 1.11.0 1.9 1.41.1 1.0 1.01.0 1.3 1.1 1.01.0 0.9 0.91.6 1.3 1.01.0 1.0 1.11.9 1.3 1.11.3 1.3 1.41.6 1.51.6 1.7 1.61.7 1.8 1.9 1.91.7 1.7 1.81.7 1.91.9 1.9 1.6 1.5 1.7 1.7 1.81.7 1.8 1.91.2 1.41.5 1.8 1.61.4 1.5 1.61.6 1.5 1.4 1.41.4 1.2 1.1 1.1 1.21.3 1.30.9 0.80.9 0.9 1.01.1 0.7 0.8 1.0 1.31.6 1.0 1.1 1.6 2.1 2.0 1.5 1.4 1.82.71.7 1.82.0 2.4 1.71.7 1.7 1.9 1.7 1.4 1.5 1.9 1.91.6 1.2 2.2 2.0 1.7 1.82.3 2.0 1.7 2.3 2.6 2.02.3 3.2 2.3 2.4 2.93.2 2.63.0 3.12.3 2.8 3.22.5 3.1 3.2 2.5 2.83.7 2.3 3.12.2 2.4 2.92.01.9 2.2 1.91.8 1.7 1.8 1.71.71.5 1.2 1.41.4 1.1 1.5 1.41.31.90.9 1.62.41.1 2.3 1.2 1.5 2.41.7 2.0 2.41.7 1.91.7 1.61.7 1.5 1.3 1.41.5 1.31.5 1.6 1.61.5 1.61.8 1.71.3 1.8 1.90.9 1.22.0 2.4 1.01.4 2.51.1 1.8 3.11.4 1.5 2.2 2.5 1.81.9 2.21.6 1.7 1.9 1.8 1.71.7 1.61.81.4 1.31.2 1.91.6 2.0 2.7 2.5 1.7 2.1 3.2 1.52.2 3.01.3 1.52.2 1.21.7 2.0 1.0 1.32.0 2.01.0 1.42.3 1.21.9 2.81.4 1.52.5 3.21.7 1.92.5 2.4 2.62.4 2.4 2.1 1.9 2.0 2.12.1 2.1 1.91.8 1.8 1.9 2.12.0 1.9 1.6 1.6 2.1 2.0 1.9 1.9 1.92.1 2.0 1.9 2.22.2 2.1 2.02.1 2.01.8 1.8 1.7 1.92.01.92.0 2.01.9 1.8 1.6 1.41.5 1.7 1.8 1.9 1.71.6 1.7 1.71.3 1.3 1.51.8 1.61.6 1.3 1.21.2 1.2 1.11.2 1.31.5 1.5 1.51.3 1.6 1.4 1.3 1.2 1.11.1 1.1 1.21.2 1.91.7 1.6 1.61.4 1.1 1.11.0 1.81.9 1.8 1.71.6 1.7 1.41.1 1.01.5 1.7 1.7 1.8 1.7 1.6 1.5 1.21.1 1.2 1.4 1.7 1.81.7 1.3 1.31.3 1.01.0 1.1 1.51.9 1.8 1.61.2 1.2 1.1 1.0 1.01.1 1.52.1 1.9 1.41.3 1.3 1.21.2 1.3 1.6 2.22.4 1.8 1.6 1.71.7 1.71.8 2.32.9 2.1 2.0 1.91.8 2.0 2.1 2.32.9 3.2 1.9 1.9 1.8 1.91.8 1.82.0 2.6 1.4 1.5 1.7 1.81.9 1.7 1.5 1.7 1.21.2 1.2 1.51.9 1.8 1.81.4 1.31.2 1.1 1.01.1 1.42.0 2.1 1.91.5 1.2 1.11.1 1.1 1.3 1.8 2.4 2.21.7 1.41.2 1.21.3 1.5 2.3 2.8 2.5 2.1 1.8 1.7 1.4 1.62.0 2.4 2.92.7 2.52.2 2.2 2.02.0 2.4 2.5 2.6 2.4 2.3 2.9 3.2 2.7 3.23.6 2.9 1.8 1.8 1.9 1.9 2.0 1.9 1.9 1.7 1.8 1.9 1.9 1.9 1.9 1.81.7 1.6 1.61.7 1.8 1.9 2.0 2.02.0 1.9 1.8 1.6 1.5 1.5 1.6 1.8 2.0 2.2 2.3 2.3 2.2 1.51.41.2 1.1 1.4 1.6 1.7 2.0 2.3 2.6 2.8 2.81.4 1.4 1.5 1.7 1.9 2.3 2.7 3.1 3.4 3.4 1.4 1.4 1.51.7 1.9 2.2 2.6 3.1 3.64.0 3.9 1.4 1.4 1.41.5 1.7 2.0 2.2 2.5 2.9 3.3 3.9 4.2 4.0 1.4 1.41.4 1.5 1.7 2.0 2.3 2.7 3.0 3.2 3.5 3.7 3.93.7 1.31.3 1.3 1.4 1.5 1.82.2 2.7 3.2 3.5 3.5 3.53.4 3.3 1.21.2 1.2 1.2 1.2 1.3 1.51.9 2.4 3.1 3.7 4.0 3.8 3.4 3.1 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.4 1.8 2.43.2 3.8 3.20.7 0.8 0.8 0.9 0.90.9 0.9 1.0 1.1 1.3 2.8 0.6 0.6 0.6 0.70.7 0.7 0.7 0.8 0.8 0.5 0.5 0.50.5 0.5 0.4 0.4 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN POE02 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Bikeway - Airport Boulevard Illuminance Fc 1.64 3.0 0.5 3.28 6.00 Bikeway - Bayshore Highway Illuminance Fc 2.19 4.0 0.9 2.43 4.44 Crosswalk - North Boundary Illuminance Fc 1.29 1.8 0.4 3.23 4.50 Crosswalk - Service Road Middle Illuminance Fc 2.38 2.7 2.1 1.13 1.29 Crosswalk - Service Road North Illuminance Fc 2.19 3.6 0.9 2.43 4.00 Crosswalk - Service Road South Illuminance Fc 3.11 4.1 1.4 2.22 2.93 Intersection-Bayshore & Airport Illuminance Fc 2.03 3.4 1.3 1.56 2.62 Intersection-Bayshore Off Ramp Illuminance Fc 1.98 3.4 0.6 3.30 5.67 Intersection-Bayshore Parking N Illuminance Fc 1.75 2.6 1.0 1.75 2.60 Pathway - Bay Trail Illuminance Fc 0.28 2.7 0.0 N.A.N.A. Pathway - Easton Creek Illuminance Fc 0.80 3.7 0.1 8.00 37.00 Pathway - Tidal Marsh Park Illuminance Fc 1.01 3.9 0.1 10.10 39.00 Service Road_Middle Illuminance Fc 1.48 3.2 0.2 7.40 16.00 Service Road_North Illuminance Fc 1.46 3.1 0.5 2.92 6.20 Service Road_South Illuminance Fc 2.09 3.7 1.1 1.90 3.36 Sidewalk - Airport Blvd Illuminance Fc 1.34 3.0 0.4 3.35 7.50 Sidewalk - Bayshore Mid North Illuminance Fc 1.26 3.3 0.4 3.15 8.25 Sidewalk - Bayshore Mid South Illuminance Fc 1.69 2.8 1.0 1.69 2.80 Sidewalk - Bayshore North Illuminance Fc 1.52 2.9 0.8 1.90 3.63 Sidewalk - Bayshore South Illuminance Fc 1.36 2.4 0.5 2.72 4.80 Sidewalk - Service Road N Illuminance Fc 2.23 3.3 0.4 5.58 8.25 Sidewalk - Service Road S Illuminance Fc 1.30 3.9 0.2 6.50 19.50 Street - Airport Boulevard Illuminance Fc 1.43 2.0 0.7 2.04 2.86 Street - Old Bayshore Highway N Illuminance Fc 1.90 3.7 0.9 2.11 4.11 Street - Old Bayshore Highway S Illuminance Fc 1.74 3.6 1.0 1.74 3.60 Crosswalk Midblock_Bayshore N Illuminance Fc 1.29 1.8 0.4 3.23 4.50 Crosswalk_Bayshore & Airport Illuminance Fc 2.09 3.3 1.4 1.49 2.36 Crosswalk_Bayshore & Service Rd Illuminance Fc 1.64 2.5 1.0 1.64 2.50 Intersection_Bayshore & Airport Illuminance Fc 2.01 3.4 1.3 1.55 2.62 Intersection_Bayshore Service Rd Illuminance Fc 1.77 2.6 1.0 1.77 2.60 CALCULATION ASSUMPTIONS: • All calculation points represent horizontal light level at ground plane in footcandles (fc). • Light loss factor (LLF) for the exterior lighting calculation = 0.90 • Existing street and pedestrian light fixtures (within public right of way) from adjacent properties are included in the calculation as shown on the adjacent plan. These lights are assumed as existing-to-remain. • Interior lighting from buildings, as well as exterior facade, are excluded from site lighting calculations. • Refer to sheet LT-103 for explanation of target site lighting levels. • Refer to sheet LT-103 for fixture descriptions and mounting heights. • Existing and new “cobrahead” streetlights on Old Bayshore Hwy and Airport Blvd are based on Caltrans standard Type 15 (drawing ES-6A) at 30’ tall pole and 15’ cantilevered mast arm, resulting in nominal 34’ mounting height for light fixture. CREE LEDway LED Street Light at Type 3M distribution and nominal 16,000 delivered lumens are utilized to meet target light levels. Burlingame Public Works to please confirm streetlight fixture standard (NEMA distribution and lumen output) for Old Bayshore Hwy and Airport Blvd. • In addition, new “pedestrian scale” streetlights (Type POE02 @ nominal 19.5’ mounting height) are added as infill between the taller cobrahead streetlights. POE02 are currently BEGA #77858 per Burlingame Public Works suggestion (matching Burlingame Point). POE02 lights are Type III Short distribution with nominal 4500 delivered lumens. Roadway Target - Old Bayshore Hwy Average = 1.2cd/m2 (1.7fc) Avg/Min Ratio < 3.0 Max/Min Ratio < 5.0 Roadway Target - Airport Blvd Average = 0.8cd/m2 (1.1fc) Avg/Min Ratio < 3.0 Max/Min Ratio < 5.0 Roadway Target - Service Roads Average = 0.5cd/m2 (0.7fc) Avg/Min Ratio < 6.0 Max/Min Ratio < 10.0 Sidewalk Target - Old Bayshore Hwy Average = 1.4fc Sidewalk Target - Airport Blvd Average = 0.9fc Sidewalk Target - Service Roads Average = 0.6fc Bikelane Target - Old Bayshore Hwy Average = 0.9c Avg/Min Ratio < 5.0 Bikelane Target - Airport Blvd Average = 0.9c Avg/Min Ratio < 5.0 Intersection Target (IES)- Old Bayshore Hwy & Airport Blvd Average = 2.7fc Avg/Min Ratio < 3.0 Intersection Target (IES)- Old Bayshore Hwy & Service Roads Average = 1.9fc Avg/Min Ratio < 3.0 Intersection Target (Caltrans) - Old Bayshore Hwy & 101 On/Off Ramps Min > 0.15 on the area bounded by the crosswalks Min > 0.6fc at the intersection of centerlines of the entering streets POE01 POE01 POE01 POE01POE01POE01POE01BPOE01B POE01 POE01 POE01 POE01 POE02 POE02 POE02POE02POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 BOE02 BOE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE02 BOE02 BOE02 POE03 POE03 BOE02 BOE02 BOE02 BOE02 EXISTING STREETLIGHT TO REMAIN 1.7 1.6 1.81.6 1.7 2.01.8 2.0 2.2 2.2 2.32.6 2.6 2.33.0 2.7 2.2 2.7 2.4 3.0 2.4 1.82.7 2.2 1.92.3 2.1 1.92.4 2.3 2.1 2.5 2.2 1.92.6 2.4 2.02.7 2.4 1.93.0 2.5 2.0 2.4 2.1 2.3 2.2 2.02.2 2.0 1.71.7 1.51.4 1.2 1.21.3 1.3 1.31.3 1.3 1.3 1.31.2 1.2 1.1 1.0 1.0 1.01.0 0.9 0.9 0.9 0.9 0.8 0.80.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.5 0.5 0.61.51.61.31.10.90.90.90.91.21.21.21.41.61.62.12.23.43.13.13.32.7 3.01.81.5 1.41.41.31.31.21.51.8 1.62.2 1.82.33.0 2.9 2.9 3.52.5 3.0 2.5 2.32.32.7 2.4 3.3 3.03.8 3.93.6 3.9 3.5 3.53.1 3.32.7 2.82.6 2.6 2.8 2.72.8 2.8 2.62.7 2.7 2.6 2.62.6 2.5 2.8 2.62.6 2.6 2.5 2.52.2 2.32.2 2.3 2.1 2.22.0 2.1 1.4 1.6 1.2 1.31.1 1.11.2 1.11.4 1.1 1.9 1.62.23.0 3.1 2.5 2.82.2 2.3 1.9 2.01.6 1.61.6 1.51.5 1.51.3 1.41.2 1.31.3 1.31.51.61.72.02.32.83.3 3.23.73.12.8 2.72.62.7 2.42.73.0 2.63.43.84.03.33.02.72.31.9 1.71.7 1.61.61.51.4 1.21.11.2 1.21.41.5 1.72.12.42.7 2.93.23.32.4 2.32.01.91.71.7 1.6 1.41.3 1.3 1.31.41.41.5 1.51.41.8 1.92.3 2.02.4 3.03.23.4 3 .02.42.12.01.7 1.51.61.51.41.31.3 2.53.13.2 3.33.2 2.82.3 2.1 1.81.81.62.01.62.02.12.5 3.1 3.53.1 2.92.4 2.32.32.12.01.7 0.4 0.18.5 0.1 0.1 0.5 3.6 0.0 1 .17.41 0 .8 0.3 0.0 6.2 5.9 0.0 0.4 1 0 .4 9.5 1.00.04.0 8.1 0.10.19.4 2.4 0.0 2.2 10.0 0.2 0.1 7.5 4.40.00.99.7 1 0 .3 0.5 0.0 5.8 6 .8 0.0 0.3 10.2 4.61.3 0.0 3.6 0.1 0.00.17.50.1 0.2 1.7 6.4 7.1 8.37.9 9.88.310.49.2 10.29.8 10.210.8 9.410.3 8.59.8 7.98.5 7.3 6.6 2.3 5.710.4 1.7 10.5 4.3 7.7 9.6 2.48.2 9.7 8.8 1.5 7.4 10.4 7.5 3.3 0.7 0.2 0.1 9.9 9.1 5.01.50.2 0.1 0.0 0.0 9.12.0 0.2 1.3 0.9 7.0 7.5 3.0 1.37.4 0 .2 10.0 10.10.27.28.1 0.3 3.1 8.2 1.7 1.9 0 .7 10.0 9.4 2.83.5 10.0 4.4 3.8 10.3 4.1 2.3 8.8 10.1 5.9 1.5 7.5 7.9 7.2 1.4 6.1 10.0 10.71.3 1.61.71.8 2.72.4 2.52.42.32.7 2.5 2.4 2.3 2.6 2.5 2.5 2.4 2.3 2.52.5 2.4 2.4 2.3 2.5 2.4 2.32.22.2 2.6 2.5 2.3 2.2 2.2 2.5 2.5 2.5 2.4 2.2 2.32.32.32.42.32.2 2.2 2.1 2.2 2.2 3.02.6 3.2 3.6 2.63.33.22.0 2.3 2.7 1.4 1.6 1.9 1.0 1 .0 1.00.94.0 3.13.94.12.3 3.0 1.4 1.31.6 1.6 1.7 1.8 1.8 2.1 2.0 2.0 1.81.91.9 2.1 2.0 2.1 2.5 2.3 2.2 2.1 2.02.22.12.02.32.52.63.0 2.22.12.1 2.12.0 2.0 2.2 2.2 2.2 2.5 2.6 3.0 3.23.21.9 2.1 2.2 2.01.91.91.81.92.02.02.22.62.93.2 3.4 3.3 2.9 2.1 2.12.32.42.01.7 1.7 1.7 1.7 1.8 1.8 2.0 2.3 2.6 2.93.23.12.6 1.9 2.1 2.1 2.4 2.2 1.91.61.61.61.7 1.7 1.8 1.9 2.02.12.42.6 2.4 2.3 2.1 1.92.1 2.42.31.8 1.7 1.6 1.6 1.6 1.6 1.71.71.91.9 2.1 2.2 2.22.11.9 1.9 2.2 2.2 2.1 1.91.71.61.61.61.61.6 1.6 1.7 1.8 1.8 2.1 2.2 1.9 1.9 2.22.42.32.11.8 1.7 1.6 1.5 1.6 1.6 1.6 1.61.61.71.91.91.81.6 1.4 2.6 2.5 2.2 1.91.91.71.61.71.7 1.6 1.6 1.6 1.7 1.8 1.8 1.82.52.32.12.22.01.9 1.92.0 1.7 1.7 1.71.81.91.82.2 2.1 2.3 2.1 2.1 2.2 2.22.01.9 1.8 1.7 2.12.02.01.9 1.9 2.1 2.0 2.0 2.0 1.71.92.0 2.01.91.91.9 2.01.9 1.7 1.10.70.91.21.40.6 0.8 1.0 1.4 1.5 0.60.70.81.11.61.81.9 0.70.6 0.6 0.7 0.8 1.1 1.5 1.7 2.0 1.3 0.9 0.8 0.70.80.91.21.51.82.31.71.4 1.10.9 0.9 0.9 1.1 1.4 1.8 2.2 2.6 2.7 2.11.8 1.5 1.3 1.1 1.1 1.21.41.72.1 2.5 2.92.92.7 2.2 2.3 2.01.61.5 1.4 1.5 1.6 1.8 2.12.53.0 3.0 2.8 2.7 2.02.22.32.32.01.7 1.8 1.92.0 2.2 2.4 2.7 3.1 3.33.12.82.72.6 1.5 1.8 2.1 2.3 2.4 2.1 2.0 2.2 2.4 2.62.73.03.2 3.2 3.3 3.4 3.2 2.8 1.5 1.51.8 2.12.22.22.22.42.7 2.8 3.0 3.2 3.4 3.4 3.1 2.9 2.9 1.8 1.92.0 2.3 2.3 2.4 2.6 2.7 2.82.82.73.33.1 2.71.7 1.92.12.22.22.22.42.6 2.6 2.6 2.6 3.1 2.8 1.8 1.9 1.81.82.0 2.2 2.3 2.2 2.1 2.31.5 1.4 1.5 1.9 2.12.02.1 2.1 1.1 1.2 1.31.51.61.81.3 1.3 1.31.41.31.01.51.7 1.71.7 1.2 1.5 1.7 1.8 1.8 1.5 1.31.01.31.51.82.2 2.12.01.6 1.2 1.5 1.7 2.0 2.2 2.3 2.2 1.31.71.91.92.12.32.61.4 1.6 1.8 2.01.8 1.8 1.9 1.21.51.81.92.01.91.5 1.8 1.9 2.22.2 1.52.5 0.0 0.1 0.1 0.0 0.2 0.4 0.10.62.2 0.0 0.1 0.8 0.0 0.0 0.1 0.0 0.0 0.1 0.00.10.20.1 0.6 0.0 0.2 1.4 0.00.0 0.1 0.0 0.00.1 0.1 0.2 0.0 0.2 0.7 0.10.31.9 0.0 0.1 0.2 0.0 0.1 0.1 0.0 0.1 0.3 0.2 0.0 0.1 0.4 1.6 0.1 0.0 0.0 0.1 0.6 0.0 0.1 0.2 0.2 0.1 0.0 0.1 0.31.20.0 0.0 0.0 0.1 0.6 0.0 0.1 0.2 0.2 0.1 0.00.10.51.40.0 0.0 0.0 0.1 1.0 0.1 0.1 0.1 0.1 0.00.1 0.3 0.7 0.0 0.0 0.21.00.1 0.1 0.1 0.2 0.0 0.1 0.3 0.4 0.00.1 0.31.70.0 0.1 0.2 0.2 0.0 0.1 0.5 1.3 0.00.00.21.1 0.1 0.1 0.1 0.1 0.1 0.2 0.6 0.7 0.00.1 0.4 2.4 0.10.20.2 0.1 0.4 1.2 0.0 0.1 1.0 0.00.10.50.0 0.1 0.1 0.1 0.2 0.3 0.1 0.2 1.1 0.1 0.31.80.1 0.2 0.6 0.0 0.1 0.1 0.1 0.30.5 0.0 0.2 1.40.1 0.2 1.5 0.0 0.0 0.1 0.00.10.10.1 0.20.1 0.3 1 .1 0.1 0.5 2.60.0 0.10.30.0 0.0 0.10.1 0.1 0.1 0.2 0.50.1 0.7 0.1 0.1 0.7 0.1 0.1 0.10.10.10.1 0.1 0.1 0.1 0.1 0.4 0.7 0.1 0.2 1.41.20.00.1 0.1 0.10.2 0.40.50.1 0.5 2.2 0.0 0.1 0.6 2.7 0.0 0.1 0.3 0.0 0.1 0.1 0 .0 0.1 0.2 0.1 0.4 0.00.21.20.0 0.1 0.7 0.0 0.1 0.0 0.1 0.1 0.10.20.0 0.3 1.3 0.1 0.3 2.2 0.0 0.2 0.0 0.0 0.10.1 0.1 0.1 0.2 0.9 0.10.50.00.1 0.4 0.0 0.0 0.1 0.0 0.1 0.10.20.40.1 0.8 0.0 0.2 1.1 0.0 0.1 0.0 0.00.10.0 0.1 0.1 0.1 0 .5 0.10.3 1.9 0 .1 0.30.0 0.0 0.1 0.0 0.1 0.1 0.00.10.30.1 0.5 1.9 0.0 0.1 0.7 0.00.1 0.00.0 0 .10.1 0.2 0.1 0.4 1.2 0.10.10.80.0 0.1 0.4 0.0 0.0 0.1 0.1 0.1 0.10.30.90.1 0.9 0 .1 0.1 0.6 0.0 0.1 0.10.10.1 0.1 0.1 0.3 0 .8 0 .1 0.8 0.00.1 0.60.0 0.0 0.1 0.0 0.1 0.1 0.1 0.4 0.00.21.50.0 0.2 1.5 0.0 0.10.0 0.1 0.0 0 .10.10.1 0.2 0 .5 0.1 0.60.1 0.60.0 0.1 0.20.0 0.0 0.1 0.0 0.10.10.50 .0 0.2 1.5 0.0 0.2 0.8 0.0 0.10.00.10.1 0.2 0.0 0.2 0.9 0.00.3 1.8 0.00.20.70.1 0.1 1.00.4 0.1 0.00.0 0.00.0 0.0 0.00.00.00.00.0 0.0 0.00.1 0.0 2.79.0 0.2 0.0 0.46.80.00.0 2.4 10.1 0.3 6.5 0.28.50.8 1.21.6 2.2 2.9 3.54.30.03.30.0 0.1 0.6 0.0 0.1 3.3 10.2 0.0 0.4 7.22.3 10.0 0.2 5.9 1.4 9.2 0.1 4.60.8 8.3 0.0 3.4 10.8 0.25.2 0.2 8.5 1.1 10.35.10.1 4.410.20.8 8.2 0.12.210 .2 0.2 0.0 0.0 0.0 0.00.0 0.0 0.00.00.50.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.30.81.2 1.31.2 2.81.2 2.31.0 1.11.10.8 0.70.7 0.60.9 0.5 0.4 0.5 1.7 3.0 1.9 0.5 0.5 2.7 0.8 0.40.30.6 1.0 0.6 0.6 2.12.8 1.0 0.3 0.5 2.0 2.5 0.7 0.2 0.4 0.8 0.7 0.2 3.1 1.0 0.40.5 0.3 0.2 1.0 2.72.7 0.6 0.1 0.1 1.4 0.6 0.10.4 0.5 0.31.6 2.8 0.40.4 0.6 0.5 0.2 0.8 1.1 3.7 0.2 0.8 2.6 0.5 2.3 2.4 0.6 2.20.4 0.2 0.20.4 0.6 0.4 1.00.80.6 0.3 2.8 0.5 0.1 1.7 0.4 0.1 0.2 0.7 2.7 1.9 0.40.1 0.7 2.82.8 0.4 0.4 0.7 1.2 0.7 0.3 0.20.60.60.2 0.1 0.5 0.6 0.4 0.3 0.3 0 .3 0.2 0.2 0.4 0.10.10.20.31.00.71.2 1.91.0 0.4 0.2 0.7 2.8 0.8 2.1 1.2 0.8 0.7 2.4 0.4 1 .5 1.9 0.6 2.5 0.5 0.5 1.5 1.0 0.6 0.3 0.30.20.10.3 1.1 0.3 0.4 1.8 2.8 1.1 0.2 0.1 0.1 0.1 0.3 1.7 2.7 0.20.10.20.40.6 0.3 0.1 0.2 0.7 0.2 0.5 1.0 0.6 0.2 0.1 0.1 0.1 0.21.40.2 0.1 0.1 0.1 0.1 0.2 0.8 2.1 1.30.10.20.6 0.7 0.3 0.3 0.3 0.9 2.7 2.8 0.80.20.10.2 0.7 2.7 2.4 0.5 0.1 0.2 0.1 0.1 0.7 0.5 0.50.2 0.1 0.1 0.5 1.6 1.4 0.4 0.1 0.1 0.5 1.9 2.2 0.6 0.30.20.1 0.1 0.10.4 2.22.8 0.9 0.2 0.4 0.2 0.1 0.1 0.2 0.40.60.30.10.10.5 2.32.70.7 0.3 1.3 1.7 0.6 0.1 0.5 0.51.30.20.1 0.3 2.10.2 0.9 1.70.80.2 0.1 0.2 0.3 1.7 1.3 2.8 0.60.4 0.1 0.1 0.1 0.20.1 0.6 1.8 1.3 0.3 0.1 0.2 0.8 2.8 0.10.1 0.1 0.4 1.3 1.3 0.4 0.1 0.1 0.1 0.2 0.4 0.3 0.1 0.10.1 0.20.20.1 0.1 0.2 1.0 2.5 1.4 0.3 0.1 0.1 0.4 0.8 0.6 0.2 0.2 1.1 2.82.50.5 0.3 0.8 1.8 0.9 2.20.3 0.30.10.2 0.3 0.41.7 2.4 0.7 1.2 0.2 2.93.5 2.8 2.2 2.0 3.9 3 .5 3.0 2.4 1.9 1.7 2.5 3 .0 1.4 2.8 2.4 2.01.6 1.3 1.2 1.1 0.8 0.7 1.4 3.1 2.6 2.3 1.91.60.7 0.6 0.6 0.9 1.9 1.7 0.7 2.7 2 .2 1.8 1 .50.5 0.60.50.4 0.4 0.5 1.2 2.2 1.8 1.5 0.3 0.30.3 0.40.92.7 2.42.11.7 1.4 0.3 0.4 0.7 0.6 0.4 0.4 0.6 1.81.51.31.10.3 0.3 0.3 0.3 0.5 1.7 3.0 1.9 1 .3 1.1 1.0 0.2 0.3 0.6 0.9 0.7 0.5 2.41.1 0.8 0.3 0.3 0.3 0.4 0.5 1.4 2 .61.40.70.20.30.41.23.22.9 0.6 0.7 0.6 0.5 0.3 0.6 0.9 0.9 0.71.91.21.1 0.4 0.4 0.4 0.4 0.5 0.5 0.6 1.2 3.5 3.6 1.8 1.1 0.9 0.80.8 0.4 0.4 0.3 0.4 0.5 0.7 1.3 1.5 1.0 0.8 0.7 0.7 0.6 0.6 0.5 1.31.30.40.2 0.40.50.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.4 2.7 0.6 0.2 0.40.40.40.40.40.40.4 0.4 1.1 0.4 0.2 0 .1 0.3 0.3 0 .3 0.3 0.2 0.1 0.10.20.20.1 0.8 0.7 0.22.2 0.4 0.1 1.3 0.3 0.10.1 0.10.10.1 0.1 0.10.10.5 0.4 0.1 1.9 1.6 0.3 0.1 1.6 0.3 0.12.32.02.11.9 2.12.1 2.3 2.3 1.9 2.3 2.2 2.3 2.5 2.31.9 1.3 1.8 2.32.4 2.1 1.7 1.2 2.2 2.21.9 1.6 1.1 0.4 2.2 2.0 1.7 1.10.70.3 2.41.8 1.3 0.9 0.5 0.2 3.1 2.0 1.81.41.00.52.11.9 1.6 1.2 0.7 0.3 1.81.50.90.42.01.6 1.1 0.7 0.3 2.4 1.8 1.51.10.73.22.11.8 1.4 1.0 0.5 2.1 1.91.61.30.71.8 2.11.9 1.5 0.9 0.4 2.3 2.0 1.61.00.62.41.6 1.3 0.9 0.5 2.7 1.61.20.90.71.0 0.9 0.8 0.60.90.90.80.7 1.1 1.1 1.1 0.81.41.51.4 1.0 0.6 2.4 1.6 1.2 0.92.01.4 1.0 1.72.62.0 2.2 2.2 2.1 1.70.8 1.2 1.6 1.7 1.4 1.7 2.00.6 0.8 0.9 0.91.31.51.71.92.00.5 0.8 1.2 1.3 1.5 1.5 1.7 2.0 2.0 0.80.91.01.2 1.5 1.6 1.8 2.01.8 0.8 1.11.31.41.41.61.92.0 2.02.23.12.90.7 0.8 1.0 1.2 1.5 1.6 1.8 1.9 1.9 2.0 1.50.90.71.11.21.41.3 1.4 1.5 1.3 1.1 0.8 0.8 0.91.11.01.10.5 0.7 0.8 1.0 1.1 1.4 1.90.81.01.31.72.0 2.4 2.3 1.0 1.2 1.62.0 2.1 2.2 2.4 1.5 1.6 1.9 1.8 1.8 1.6 1.6 1.3 1.31.31.21.00.9 0.8 3.33.61.42.3 2.91.6 2.62.71.3 1.9 2.4 2.9 1.5 2.12.51.1 1.8 2.2 2.41.5 1.9 2.22.63.7 1.51.92.3 3.1 2.41.5 2.12.42.4 1.31.82.2 2.4 2.4 1.5 1.9 2.33.0 2.8 1.21.51.92.33.01.1 1.5 1.81.31.51.61.1 1.4 1.8 1.7 1.81.41.61.92.2 1.3 1.6 1.8 2.31.4 1.9 2.71.4 2.0 2.7 2.8 1.3 1.7 1.92.11.3 1.51.82 .01.1 1.4 1.6 1.81.2 1.4 1.6 1.9 1.0 1.2 1 .6 2.21.2 1.7 2.5 3.01.7 2.1 2.31.3 1.5 1.7 1.91.3 1.6 1.7 1.7 1.3 1.4 1.5 1.51.3 1.41.51.51.5 1.4 1.4 1.3 1.21.3 1.2 1.1 1.0 1.0 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0 .6 0.50.50.5 0.5 0.5 0.5 0.5 0.40.4 0.40.40.40.4 2.3 2.2 2.1 2.3 2.4 2.3 2.3 2.3 1.81.91.4 1.5 1.0 1.0 0.80.80.8 0.8 0.7 0.9 0.8 0.9 0.7 1.2 0.81.4 0.9 1.6 1.3 1.41.21.3 1.01.1 1.0 1.1 1.3 1.11.3 1.2 1.3 1.2 1.21.21.2 1.1 1.1 1.0 1.20.91.3 0.9 1.4 0.9 2.01.21.71.9 1.2 1.7 1.21.31.6 1.11.31.51.71.11.52.2 1.21.82.02.1 1.61.81.61.7 1.51.5 1.3 1.2 1.31.1 1.01.1 1.00.9 0.80.7 0.6 0.7 0.60 .6 0.5 0.8 0.6 0.5 0.7 0.50 .70.50.9 0.6 0.4 0.8 0.5 1.20.70.41.9 1.1 0.61.8 1.51.61.01.2 1 .01.31.11.3 1.01.21.21.31.21.31.3 1.21.21.11.1 1.01.0 0.91.2 1.11.4 1.01.3 1.32.1 1.21.81.21.3 1.11.31.01.1 1.01.2 1.01.21.3 1.21.31.3 1.3 1.3 1.21.3 1.21.5 1.32.0 1.8 2.6 3.3 1.31.2 1.2 1.3 1.2 1.1 1.3 1.3 1.31.31.3 1.2 1.3 1.1 1.51.21.0 1.5 1.12.2 1.6 1.7 1.31.5 1.3 1.7 1.4 1.1 1.61.3 1.9 1.5 2.1 1.4 2.72.22.8 2.41.92.8 2.4 2.8 2.8 2.52.52.3 2.20.9 0.8 1.1 0.81.4 1.01.4 0 .91.21.8 1.12.02.91.92.4 1.61.71.7 1.21.5 1.01.31.3 1.11.21.5 1.21.5 1.11.42.01.32.2 2.12.6 1.82.01.9 1.51 .8 1.31.61.61.41.52.02.02.0 1.82.0 2.1 2.1 2.1 2.01.9 1.8 1.8 1.9 2.0 2.1 2.1 2.1 2.0 1.9 1.8 1.8 1.8 1.8 1.9 2.0 2.0 2.0 2.0 1.9 1.9 1.8 1.7 1.7 1.61.71.71.8 1.7 1.7 1.7 1.5 1.6 1.6 1.7 1.5 1.5 1.5 1.6 1.4 1.41.4 1.4 1.5 1.4 1.41.41.5 1.5 1.4 1.4 1.5 1.5 1.4 1.4 1.31.41.41.41.4 1.4 1.4 1.2 1.3 1.3 1.01.11.20.9 0.9 0.9 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.50.50.7 0.7 0.6 0.6 0.5 0.7 0.7 0.6 0.6 0.5 0.5 0.7 0.60.60.9 0.8 0.7 1.0 0.9 1.21.11.01.2 1.2 1.2 1.2 1.31.2 1.1 1.2 1.0 1.4 1.1 1.3 1.0 2.0 1.3 2.4 1.8 1.2 2.22.2 2.3 1.8 1.4 1.8 1.9 2.0 2 .32.7 2.4 2.7 2.5 2.1 2.1 2.0 2.1 2.2 2.2 2.73.1 2.62.62.1 2.0 2.1 2.1 2.3 2.5 3.0 2.6 2.4 2.11.1 1.00.41.1 1.1 1.8 3.3 3.2 2.6 2.1 2.02.7 3.3 3.3 1.9 3.3 3.1 2.12.31.8 2.2 2.42.82.63.6 3.9 3.7 2.93.0 2.4 2.5 0.8 1.1 0.9 0.60.80.6 0.7 0.6 0.80.7 0.9 0.7 0.80.5 0.8 0.6 0.6 0.5 0.60.6 0.7 0.7 0.80.7 0.90.91.0 0.8 1.00.8 0.90.7 0.9 0.8 0.90.70.6 0.5 0.6 1.1 2.71.60.50.2 0.62.31.30.3 0.2 0.4 2.5 2.8 1.8 1.7 1.9 1.91.91.6 2.01.9 1.7 1.5 1.3 2.0 1.61.41.21.11.01.9 1.4 1.1 1.0 1.0 1.01.31.11.01.00.9 0.9 1.6 1.3 1.0 1.0 1.01.11.91.31.1 1.3 1.3 1.4 1.6 1.5 1.6 1.71.61.71.81.91.9 1.7 1.7 1.8 1.7 1.9 1.9 1.9 1.61.51.71.71.81.71.81.9 1.2 1.4 1.5 1.8 1.6 1.4 1.5 1.6 1.6 1.51.41.41.41.21.1 1.1 1.2 1.3 1.3 0.9 0.8 0.9 0.9 1.01.10.7 0.8 1.01.31.6 1.0 1.1 1.62.1 2.0 1.51.41.82.71.7 1.8 2.02.41.71.71.71.91.7 1.4 1.5 1.9 1.9 1.6 1.2 2.2 2.01.71.8 2.3 2.0 1.72.3 2.62.02.33.2 2.3 2.4 2.9 3.2 2.63.03.12.3 2.8 3.2 2.5 3.13.22.52.8 3.7 2.3 3.12.22.4 2.92.0 1.92.21.9 1.8 1.71.81.71.7 1.5 1.21.41.41.1 1.5 1.4 1.3 1.90.91.6 2.41.12.3 1.21.52.41.7 2.0 2.4 1.71.91.7 1.6 1.71.51.31.4 1.5 1.3 1.5 1.61.61.51.6 1.8 1.7 1.31.81.90.9 1.2 2.02.41.0 1.4 2.5 1.1 1.8 3.11.4 1.52.2 2.5 1.81.92.2 1.6 1.7 1.9 1.81.71.71.61.8 1.4 1.31.21.91.6 2.0 2.7 2.5 1.72.13.21.52.2 3.0 1.31.52.2 1.2 1.7 2.01.01.32.0 2.01.0 1.4 2.31.21.92.81.4 1.5 2.53.2 1.71.92.52.42.62.4 2.42.11.9 2.0 2.1 2.1 2.1 1.91.81.81.92.12.01.9 1.6 1.6 2.12.01.9 1.9 1.9 2.1 2.0 1.92.2 2.2 2.1 2.0 2.1 2.01.81.81.7 1.9 2.01.9 2.02.01.9 1.8 1.6 1.4 1.5 1.7 1.8 1.9 1.7 1.61.71.71.31.31.51.81.6 1.61.3 1.2 1.2 1.2 1.1 1.2 1.3 1.5 1.5 1.5 1.3 1.6 1.4 1.3 1.21.11.11.11.21.21.91.7 1.61.6 1.4 1.1 1.1 1.0 1.8 1.9 1.8 1.7 1.6 1.7 1.41.11.01.51.71.71.81.7 1.61.5 1.2 1.1 1.2 1.4 1.7 1.8 1.7 1.3 1.3 1.3 1.0 1.0 1.1 1.51.91.81.61.21.21.1 1.01.01.1 1.5 2.11.9 1.4 1.3 1.3 1.2 1.2 1.3 1.6 2.2 2.4 1.81.61.71.71.71.82.32.92.12.01.9 1.8 2.02.12.3 2.93.2 1.9 1.9 1.8 1.9 1.8 1.8 2.0 2.6 1.41.51.71.81.9 1.7 1.5 1.7 1.2 1.2 1.2 1.5 1.9 1.8 1.8 1.4 1.3 1.21.11.01.11.42.0 2.11.91.51.2 1.1 1.1 1.1 1.3 1.8 2.4 2.21.7 1.4 1.2 1.2 1.31.52.3 2.8 2.5 2.11.81.71.4 1.6 2.02.42.92.72.52.22.2 2.02.0 2.4 2.5 2.6 2.4 2.3 2.9 3.22.73.2 3.6 2.9 1.8 1.8 1.91.92.0 1.91.91.7 1.8 1.9 1.9 1.9 1.9 1.8 1.7 1.61.6 1.7 1.8 1.9 2.0 2.0 2.0 1.9 1.8 1.6 1.5 1.51.61.82.0 2.22.32.32.21.5 1.4 1.2 1.1 1.4 1.6 1.7 2.0 2.3 2.6 2.8 2.8 1.4 1.4 1.5 1.7 1.9 2.3 2.7 3.1 3.4 3.4 1.41.4 1.5 1.7 1.9 2.22.63.1 3.6 4.0 3.9 1.4 1.4 1.4 1.5 1.7 2.0 2.2 2.5 2.9 3.3 3.94.24.01.4 1.4 1.4 1.5 1.7 2.0 2.3 2.7 3.0 3.2 3.5 3.7 3.9 3.7 1.3 1.3 1.3 1.4 1.5 1.8 2.2 2.7 3.2 3.5 3.5 3.5 3.4 3.3 1.2 1.2 1.21.21.21.31.5 1.92.43.13.74.0 3.8 3.4 3.1 1.0 1.0 1.0 1.1 1.1 1.1 1.2 1.4 1.8 2.4 3.2 3.8 3.20.7 0.8 0.8 0.9 0.9 0.9 0.9 1.0 1.1 1.3 2.8 0.60.60.60.7 0.70.7 0.7 0.8 0.8 0.5 0.5 0.5 0.5 0.5 0.4 0.4 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN POE02 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Bikeway - Airport Boulevard Illuminance Fc 1.64 3.0 0.5 3.28 6.00 Bikeway - Bayshore Highway Illuminance Fc 2.19 4.0 0.9 2.43 4.44 Crosswalk - North Boundary Illuminance Fc 1.29 1.8 0.4 3.23 4.50 Crosswalk - Service Road Middle Illuminance Fc 2.38 2.7 2.1 1.13 1.29 Crosswalk - Service Road North Illuminance Fc 2.19 3.6 0.9 2.43 4.00 Crosswalk - Service Road South Illuminance Fc 3.11 4.1 1.4 2.22 2.93 Intersection-Bayshore & Airport Illuminance Fc 2.03 3.4 1.3 1.56 2.62 Intersection-Bayshore Off Ramp Illuminance Fc 1.98 3.4 0.6 3.30 5.67 Intersection-Bayshore Parking N Illuminance Fc 1.75 2.6 1.0 1.75 2.60 Pathway - Bay Trail Illuminance Fc 0.28 2.7 0.0 N.A.N.A. Pathway - Easton Creek Illuminance Fc 0.80 3.7 0.1 8.00 37.00 Pathway - Tidal Marsh Park Illuminance Fc 1.01 3.9 0.1 10.10 39.00 Service Road_Middle Illuminance Fc 1.48 3.2 0.2 7.40 16.00 Service Road_North Illuminance Fc 1.46 3.1 0.5 2.92 6.20 Service Road_South Illuminance Fc 2.09 3.7 1.1 1.90 3.36 Sidewalk - Airport Blvd Illuminance Fc 1.34 3.0 0.4 3.35 7.50 Sidewalk - Bayshore Mid North Illuminance Fc 1.26 3.3 0.4 3.15 8.25 Sidewalk - Bayshore Mid South Illuminance Fc 1.69 2.8 1.0 1.69 2.80 Sidewalk - Bayshore North Illuminance Fc 1.52 2.9 0.8 1.90 3.63 Sidewalk - Bayshore South Illuminance Fc 1.36 2.4 0.5 2.72 4.80 Sidewalk - Service Road N Illuminance Fc 2.23 3.3 0.4 5.58 8.25 Sidewalk - Service Road S Illuminance Fc 1.30 3.9 0.2 6.50 19.50 Street - Airport Boulevard Illuminance Fc 1.43 2.0 0.7 2.04 2.86 Street - Old Bayshore Highway N Illuminance Fc 1.90 3.7 0.9 2.11 4.11 Street - Old Bayshore Highway S Illuminance Fc 1.74 3.6 1.0 1.74 3.60 Crosswalk Midblock_Bayshore N Illuminance Fc 1.29 1.8 0.4 3.23 4.50 Crosswalk_Bayshore & Airport Illuminance Fc 2.09 3.3 1.4 1.49 2.36 Crosswalk_Bayshore & Service Rd Illuminance Fc 1.64 2.5 1.0 1.64 2.50 Intersection_Bayshore & Airport Illuminance Fc 2.01 3.4 1.3 1.55 2.62 Intersection_Bayshore Service Rd Illuminance Fc 1.77 2.6 1.0 1.77 2.60 Typical traffic-scale cobrahead fixture @ nominal 34’ mounting height; blue “web” graphic indicates aiming orientation. Typical pedestrian-scale fixture @ nominal 19.5’ mounting height; blue “web” graphic indicates aiming orientation. Red circle (enclosing light fixture) indicates existing street / pedestrian light fixture location. Within project boundary, light fixture shall be renovated or replaced with new fixture in same location. Red circle (without light fixture) indicates existing traffic-scale street light fixture to be removed and replaced by adjacent pedestrian-scale street lights to match neighborhood scale/character. Red circle with corresponding arrow indicates relocated (new) fixture of same type as the former existing fixture. Light levels measured on the ground plane in footcandles (fc). Typical grid spacing is 5’ on center for each calculation point. Black points = Roadways Magenta points = Intersections Blue points = Sidewalks / Ped PathsMAIN S T RE E T CEDAR STREETC ED A R STR EETC E EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 POE01 SHASTA DENSE TREES GROUND NOT VISIBLE Contribut parking r Contribution from parking ramp lighting TBD L AT HROP S T RE E T MAI N S T RE E T B E E C H S T R E E T CEDAR STREETC ED A R STR EETC EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 01 POE01 POE02 POE02 POE02 POE02 POE02 POE02 SHASTA DENSE TREES GROUND NOT VISIBLE POE02 POE02 POE01 Contribut parking r L AT HROP S T RE E T MAI N S T RE E T B E E C H ST R E E T CEDAR STREETC ED A R STR EETC D E Sidewalk lighting from overhead canopy EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 01 POE01 POE01 POE02 POE02 POE02 POE02 POE02 POE02 POE03 POE03 POE02 SHASTA DENSE TREES GROUND NOT VISIBLE POE02 POE02 POE01 Contribut parking r Contribution from parking ramp lighting TBD L AT HROP S T RE E T MAI N S T RE E T B E E C H ST R E E T CEDAR STREETC ED A R STR EETC D E Sidewalk lighting from overhead canopy EXISTING COBRAHEAD POE02B POE02B POE02B POE01 POE01 POE01 POE01 POE01 01 POE01 POE01 POE02 POE02 POE02 POE02 POE02 POE02 POE03 POE03 POE02 SHASTA DENSE TREES GROUND NOT VISIBLE POE02 POE02 POE01 Contribut parking r Contribution from parking ramp lighting TBDCHESTNUT STREETPOE01 TA STREET LEGEND:CALCULATION SUMMARY: Photometrics for the retail plaza pending further design development PROJECT BOUNDARY LINE OLD BAYSHORE HWY AIRPORT BLVD1 2 N S 3 ILLUSTRATIVE SITE PLAN SCALE: 1" = 30'-0"AIRPORT BLVDSERVICE ROADSERVICE ROADSERVICE ROADOLD BAYSHORE HWY (Service Roads) (Airport Blvd) (Old Bayshore Hwy) TARGET ILLUMINATION FOR ROADWAYS Project will use these IES target light levels @ intersections based on expected pedestrian activity ROADWAY CLASSIFICATIONS: MAJOR = Principal network for through- traffic flow [but not Freeway or Expressway]; often known as “arterials or thoroughfares.” COLLECTOR = Roadways servicing traffic between major and local streets. LOCAL = Primarily for direct access to residential, commercial, industrial, or other abutting property. (Source: IES-RP8-2021) PEDESTRIAN CLASSIFICATIONS HIGH = over 100 pedestrians/hour MEDIUM = 1 to 100 pedestrians / hour LOW = 10 or fewer pedestrians / hour (Source: IES-RP8-2021)(1.7fc) (1.1fc) (0.7fc) T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Rev. Date: V4 10/04/2018 LEDway® Series LEDway® LED Street Light Ordering Information Example: STR-LWY-2M-HT-02-E-UL-SV-700 STR-LWY HT E Product Optic Mounting LED Count (x10) Series Voltage Color Options*Drive Current Options STR-LWY 2M Type II Medium 2S Type II Short 3M Type III Medium 4M Type IV Medium 5M Type V Medium HT Horizontal Tenon 02 03 04 05 06 07 08 09 10 11 12 E UL Universal 120-277V UH Universal 347-480V BK Black BZ Bronze SV Silver 525 525mA 700 700mA DIM 0-10V Dimming -Control by others -Refer to Dimming spec sheet for details -Can't exceed specified drive current R NEMA® Photocell Receptacle -3-pin receptacle per ANSI C136.10 -Intended for downlight applications with maximum 45˚ tilt -Photocell and shorting cap by others UTL Utility -Includes exterior wattage label that reflects watts for the drive current selected. The ability to exceed selected drive current will be disabled 40K 4000K Color Temperature -Minimum 70 CRI -Color temperature per luminaire * Light engine portion of extrusion is not painted and will remain natural aluminum regardless of color selection Product Description Luminaire housing is all aluminum construction. Standard luminaire utilizes terminal block for power input suitable for #2-#14 AWG wire. Luminaire is designed to mount on a 2" (51mm) IP, 2.375" (60mm) O.D. horizontal tenon and/or a 1.25" (32mm) IP, 1.66" (42mm) O.D. horizontal tenon (minimum 8" [203mm] in length) and is adjustable +/- 5° to allow for luminaire leveling (two axis T-level included). Applications: Roadway, parking lots, walkways and general area spaces Accessories Field-Installed Bird Spikes for Light Engine XA-BRDSPK30 - 20-30 LED XA-BRDSPK60 - 40-60 LED XA-BRDSPK90 - 70-90 LED XA-BRDSPK120 - 100-120 LED Bird Spikes for Housing XA-BRDSPKHSG External Backlight Shield XA-XSLBLS30 - 20-30 LED XA-XSLBLS60 - 40-60 LED XA-XSLBLS90 - 70-90 LED XA-XSLBLS120 - 100-120 LED Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) standard Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary LED Count (x10)Dim. "A"Weight 02 17.5" (443mm)13.0 lbs. (5.9kg) 03 17.5" (443mm)13.5 lbs. (6.1kg) 04 22.0" (559mm)16.5 lbs. (7.5kg) 05 22.0" (559mm)17.0 lbs. (7.7kg) 06 22.0" (559mm)17.5 lbs. (7.9kg) 07 26.8" (681mm)22.0 lbs. (10.0kg) 08 26.8" (681mm)22.5 lbs. (10.2kg) 09 26.8" (681mm)22.5 lbs. (10.2kg) 10 33.1" (842mm)27.5 lbs. (12.5kg) 11 33.1" (842mm)28.0 lbs. (12.7kg) 12 33.1" (842mm)28.0 lbs. (12.7kg) 10.6"(269mm) 4.7"(121mm ) Light Engine CoverLatches(tool-less entry) Housing By Others “A” † See http://lighting.cree.com/warranty for warranty terms LED pole top luminaires with asymmetrical wide beam light distribution Type: BEGA Product: Project: Voltage: Color: Options: Modified: BEGA-US 1000 BEGA Way, Carpinteria, CA 93013 (805) 684-0533 FAX (805) 566-9474 www.bega-us .com ©copyright BEGA-US 2016 Updated 01/19 Housing: Die-cast alumnimum housing and slip fitter. Slip fits 3" O.D. pole top, secures th pole with integrated slip fitter mechanism and single set screw. Die castings are marine grade, copper free (≤ 0.3% copper content) A360.0 aluminum alloy. Enclosure: Faceplate is hinged; constructed of die-cast aluminum with toolless access latch for easy maintenance. Tempered clear safety glass with an anti-reflective coating. Optical reflector of pure annodized aluminum. Fully shielded light distribution for no trespass above horizontal. Fully gasketed for weather tight operation using molded silicone gasket. Electrical: 50.6W LED luminaire, 57.0 total system watts, -30°C start temperature. Integral 120V through 277V electronic LED driver, 0-10V dimming. Integral surge protection to protect the luminaire against surges rated up to 10kV. LED module(s) are available from factory for easy replacement. Standard LED color temperature is 4000K with a >80 CRI. Available in 3000K (>80 CRI); add suffix K3 to order. Note: LEDs supplied with luminaire. Due to the dynamic nature of LED technology, LED luminaire data on this sheet is subject to change at the discretion of BEGA-US. For the most current technical data, please refer to www.bega-us.com. Finish: All BEGA standard finishes are polyester powder coat with minimum 3 mil thickness. Available in four standard BEGA colors: Black (BLK); White (WHT); Bronze (BRZ); Silver (SLV). To specify, add appropriate suffix to catalog number. Custom colors supplied on special order. CSA certified to U.S. and Canadian standards, suitable for wet locations. Protection class IP66 Weight: 10.6 lbs. EPA (Effective projection area): 1.5 sq. ft. Luminaire Lumens: 4527 Single pole-top luminaires Lamp A B C 77 858 50.6 W LED 10 1⁄4 2 1⁄4 20 1⁄2 B CC 15° A B A B A TARGET ILLUMINATION FOR INTERSECTIONS 3 TARGET ILLUMINATION FOR SIDEWALKS 52 STREET LIGHTING EQUIPMENT (OLD BAYSHORE HWY & AIRPORT BLVD) 6 ROADWAY CLASSIFICATIONS 1 TARGET ILLUMINATION FOR BIKEWAYS WITHIN ROAD RIGHT OF WAY (aka Bike Lanes)4 OLD BAYSHORE HWY SIDEWALK 1.3fc Average* AIRPORT BLVD SIDEWALK 0.9fc Average* SERVICE ROAD SIDEWALK 0.6fc Average* * IES recommends that sidewalk illumination (adjacent roadways) be 80% of roadway , using conversion factor 1cd/m2 = 15lux (1.5fc) Table 12-1. Pavement Illuminance Criteria for Full Intersection Lighting (Lux / Fc) (Source: IES-RP8-2021, Recommended Practice: Lighting Roadway and Parking Facilities) Table 11-1. Lighting Design Criteria for Streets (Source: IES-RP8-2021, Recommended Practice: Lighting Roadway and Parking Facilities) * * Equivalent illuminance level (in footcandles) shown in red for R2 / R3 pavement types Table 11-2. Recommended Design Criteria for Walkways [and Bikeways] Within Road Right of Way (Source: IES-RP8-2021, Recommended Practice: Lighting Roadway and Parking Facilities) Traffic-scale “cobrahead” roadway fixture per Caltrans and City of Burlingame standards • Type POE01 • Caltrans “Type 15” standard pole @ nominal 30’ pole height with 15’ length arm (fixture mounting height @ nominal 34’). • LED “cobrahead” fixture, Type III Medium lighting distribution, 16,774 delivered lumens @ 4000K color temperature, 203 Watts. • Exact manufacturer and catalog number of POE01 fixture head to be confirmed by Caltrans and City of Burlingame. Pedestrian-scale roadway fixture per City of Burlingame standard. • Type POE02 • Nominal 19.5’ height with tapered pole • LED fixture, Type III Short lighting distribution, 4,530 delivered lumens @ 4000K color temperature, 50.6 Watts. • Exact manufacturer and catalog number of POE02 fixture head to be confirmed by City of Burlingame. POE01 POE01 POE01 POE01POE01POE01POE01BPOE01B POE01 POE01 POE01 POE01 POE02 POE02 POE02POE02POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 POE02 BOE02 BOE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 WSE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE02 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE01 BOE02 BOE02 BOE02 POE03 POE03 BOE02 BOE02 BOE02 BOE02 EXISTING STREETLIGHT TO REMAIN EXISTING STREETLIGHT TO REMAIN POE02 EXISTING STREETLIGHT TO REMAIN OLD BAYSHORE HWY AIRPORT BLVD 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ (17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& 5 4 SA N FRANCISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 3/3/2022 5:56:31 PM20045.00 BUILDING 1 - COVER ENT A.1-000 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 BUILDING 1 SOUTH 03/24/2022 CODE SUMMARYREQUIRED FIRE RESISTIVE RATINGSEXTERIOR BEARING WALLSINTERIOR BEARING WALLSEXTERIOR NON-BEARING WALLSINTERIOR NON-BEARING WALLSSTRUCTURAL FRAMEFLOORS -CEILING/FLOORSROOF -CEILINGS/ROOFSSTAIRWAY ENCLOSURESHAFT ENCLOSURES3 HOUR3 HOURSEE "FIRE SEPARATION DISTANCE" BELOW0 HOUR3 HOUR2 HOUR1 1/2 HOURSEE "FLOOR OPENINGS & SHAFTS" BELOWSEE "FLOOR OPENINGS & SHAFTS" BELOWTABLE 601CBC CH. 3CBC CH. 5508.3OCCUPANCY CLASSIFICATIONGROUP B: OFFICEGROUP A: ASSEMBLY OCCUPANCIES ARE SEPARATEDTHIS BUILDING IS DESIGNED FOR POTENTIAL FUTURE GROUP L OCCUPANCY AS PART OF TENANT FITOUT UNDER SEPARATE PERMITTABLE 504.4TABLE 504.3ALLOWABLE STORIESALLOWABLE HEIGHTB OCCUPANCY: UL STORIES A-3 OCCUPANCY: UL STORIES L OCCUPANCY: 20 STORIES B OCCUPANCY: UL L OCCUPANCY: UL CBC CH. 5TABLE 504.3TABLE 504.4506.2.4506.3508.4TABLE 506.2ACTUAL AREAACTUAL STORIESACTUAL HEIGHTLEVEL 1: 37,400 SF LEVEL 2: 29,300 SF LEVEL 3-10: 34,800 SF LEVEL 11: 23,100 SFROOF: 4,800 SFTOTAL ABOVE GRADE BUILDING AREA = 373,000 SFABOVE GRADE BUILDING AREA B OCCUPANCY: UL AREA TYPE IAL OCCUPANCY: UL AREA TYPE IAA OCCUPANCY: UL AREA TYPE IAM OCCUPANCY: UL AREA TYPE IA11 STORIES ABOVE GRADE185'-0CBC CH. 6TABLE 602FIRE SEPARATION DISTANCEEXTERIOR NON BEARING WALLSGROUPS A, & B0 FT <X < 5 FT = 1 HR5 FT ≤X < 10 FT = 1 HR10 FT ≤X < 30 FT = 1 HR30 FT ≤X = 0 HRCBC CH. 7TABLE 705.8EXTERIOR WALL OPENINGSMAXIMUM AREA OF EXTERIOR WALL OPENINGSFIRE SEPARATION DISTANCE0'-3' 3'-5' 5'-10' 10'-15' 15'-20' 20'-25' 25'-30' >30'UNPROTECTED NP NP 10% 15% 25% 45% 70% NLPROTECTED NP 15% 25% 45% 75% NL NL NL/ UNPROTECTED & SPRINKLEREDNP = NOT PERMITTED NL = NO LIMITCBC CH. 7713.4FLOOR OPENINGS & SHAFTS4 STORIES OR MORE = 2 HRLESS THAN 4 STORIES = 1 HRCBC CH. 101004EXITING & OCCUPANT LOADSEE LIFE SAFETY PLANSALL EXITS ARE ACCESSIBLECBC CH. 101006EXITS REQUIREDSEE LIFE SAFETY PLANSCBC CH. 101006EXITS PROVIDED SEE LIFE SAFETY PLANSCBC CH. 10TABLE 1017.2TRAVEL DISTANCEGROUP B OCCUPANCY: *300 FTGROUP L OCCUPANCY: *200 FTGROUP A OCCUPANCY: *250 FTGROUP S2 OCCUPANCY: *400 FT* INCREASE IN ALLOWABLE TRAVEL DISTANCE FOR BUILDINGS EQUIPPED WITH A SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1CBC CH. 101009.3.3AREA OF REFUGE NO AREA OF REFUGE IS REQUIREDCBC CH. 303002.43006.2ELEVATORSONE ELEVATOR SHALL PROVIDE EMERGENCY SERVICES TO ALL LANDINGS.THE ELEVATOR CAR SHALL ACCOMMODATE AN AMBULANCE STRETCHER 24"X84" WITH 5-INCH RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.ELEVATOR MACHINE ROOMS SHALL HAVE AN INDEPENDENT VENTILATION OR AC SYSTEMCBC CH. 9CFC CH. 9FIRE PROTECTIONAUTOMATIC FIRE SPRINKLERS PROVIDED IN ACCORDANCE WITH SECTION 903.3.1.1STANDPIPE SYSTEMS IN ACCORDANCE WITH SECTION 905PORTABLE FIRE EXTINGUISHERS WITH A MINIMUM CLASSIFICATION OF 2A:10BC PROVIDED IN ACCORDANCE WITH SECTION 906FIRE ALARM SYSTEM WITH UL CENTRAL STATION, FULLY ADDRESSABLE SYSTEM PROVIDED IN ACCORDANCE WITH NFPA 72 (DEFERRED SUBMITTAL)EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PER SECTION 907.5.2.2FIRE PUMP (W/ EMERGENCY BACK-UP GENERATOR & 12 HOURS OF FUEL STORAGE CAPACITY) PROVIDED FOR SPRINKLERS AND STANDPIPESCBC CH. 9916.1CFC CH. 5510.1EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS)INDEPENDENT ERRCS SYSTEM PROVIDED THROUGHOUT BUILDING AND SUBTERRANEAN GARAGE. BUILT-IN OSCILLATION PROTECTION SYSTEM. TUNING AND ISOLATION OF THE SYSTEM IS REQUIRED TO ELIMINATE INTERFERENCE WITH THE MACRO RADIO INFRASTRUCTURE, AND SIGNALS FROM NEARBY BUILDINGS.GROUP L0 FT <X < 5 FT = 3 HR5 FT ≤X < 10 FT = 3 HR10 FT ≤X < 30 FT = 2 HR30 FT ≤X = 0 HRCBC CH. 4TABLE 453.7.2.1HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITESTORY % OF MAX. # OF LAB SUITES ABOVE GRADE PER LAB SUITE PER FLOOR1-3 100 UL4-6 75 207-10 50 1611-14 50 8UL = UNLIMITED NP = NOT PERMITTEDTYPE OF CONSTRUCTIONTYPE IA RISK CATEGORY IIISEISMIC IMPORTANCE FACTOR 1.25602.2 TABLE 1604.51613LOW-FLOW PLUMBING FIXTURES WILL BE USED THROUGHOUT PROJECT, IN COMPLIANCE WITH CBC, CALGREEN AND LEED REQUIREMENTSCEQAPLEASE NOTE: THE OFFICE BUILDINGS IN THIS PROJECT ARE CORE-SHELL ONLY, AND WILL BE SUBMTTED AS B-GROUP OCCUPANCY BUILDINGS. THE PROJECT ANTICIPATES POTENTIAL FUTURE LABORATORY USE, WITH L-GROUP OCCUPANCY, AS PART OF FUTURE TENANT FITOUTS UNDER SEPARATE PERMITS.RELEVANT REQUIREMENTS FOR B-GROUP AND L-GROUP OCCUPANCY ARE INCORPORATED INTO THE DESIGN WHERE CORE-SHELL COMPONENTS OF THE BUILDING ARE AFFECTED.54SANFRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWW W.RNSSTUDIO.OCM01SECOND STREETTHLF ORO STE., 40254SAN FRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWW W.RNSSTUDIO.OCM01SECOND STREETTHLF ORO STE., 40254SAN FRANCISCOCALIFORNIA94107415.489.2224TEL415.358.9100FAXWWW W.RNSSTUDIO.OCM01SECOND STREETTHLF ORO STE., 402SHEET NO:SHEET TITLE:DATEISSUESPROJECT NO.:DATE:SCALE:All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchKEYPLAN03/24/2022ENTITLEMENT APPLICATIONN23S 1DW Burlingame Venture, LLC12" = 1'-0"3/24/2022 9:27:02 PM20045.00BUILDING 1 - CODE &AREA SUMMARYENT A.1-01003/24/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 94010 OFFICE -BLDG 1SERVICE YARDOPEN TO SKYOFFICE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OPEN TO BELOWOFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1EXTERIORTERRACE -BLDG 1OFFICE -BLDG 1ROOF*REFER TO SHEET ENT G-002 FOR ALL BUILDING AREASGROSS BUILDING AREAGROSS BUILDING AREA IS DEFINED AND CALCULATEDPER BURLINGAME MUNICIPAL CODE TITLE 25.BURLINGAME MUNICIPAL CODE ARTICLE 8: DEFINITIONS25.030.060.A - Determining Floor Area, Generally. The floor area of a building shall be the sum of all floors of a buildingor buildings, as measured to the outside surfaces of the exterior wallsof the structure or structures and including such areas as halls,stairways, covered porches and balconies, elevator shafts, service andmechanical equipment rooms and basements, cellars, and improvedspace in attic areas.25.030.060.D.2 - Non-Residential Exemptions. Exempted from floor area ratio computation for commercial development are:a. Chimneys, cupolas, and flag poles.b. Canopies at entrances to buildings.c. Balconies (uncovered or covered).d. Covered walkways and arcades.e. Ground level trellises.f. Trash enclosures.g. Water tanks, elevator penthouses, and other mechanical appurtenances.h. Fire or hose towers.i. Ground level service yards, if open to the sky, and which may otherwisebe partially enclosed.25.108.070 - "F" Definitions. Floor area, gross. The total area enclosed within a building, including closets,stairways, and utility and mechanical rooms, measured from the outside faceof the walls.LEGENDOFFICE -BLDG 1ROOFROOF54SANFRANCISCOCALIFORNIA94107415.489.2224 TEL415.358.9100 FAXWWW W.RNSSTUDIO.OCM01SECONDSTREETTH LFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224 TEL415.358.9100 FAXWWW W.RNSSTUDIO.OCM01SECONDSTREETTH LFOROSTE.,40254SANFRANCISCOCALIFORNIA94107415.489.2224 TEL415.358.9100 FAXWWW W.RNSSTUDIO.OCM01SECONDSTREETTH LFOROSTE.,402SHEET NO:SHEET TITLE:DATEISSUESPROJECT NO.:DATE:SCALE:All drawings and written material appearing herein constitute original and unpublished work of theArchitect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer.If this drawing is not 24"x36", then the drawing has been revised from its original size.Noted scales must be adjusted. This line should be equal to one inchKEYPLANENTITLEMENT APPLICATIONN23S1DW Burlingame Venture, LLC1" = 60'-0"3/3/2022 10:43:34 AM20045.00BUILDING 1 - AREAPLANSENT A.1-02003/04/20221200-1340 OLDBAYSHOREHIGHWAYBurlingame, CA 940101" = 60'-0"1GROSS AREA - LEVEL 11" = 60'-0"2GROSS AREA - LEVEL 21" = 60'-0"3GROSS AREA - LEVEL 31" = 60'-0"4GROSS AREA - LEVEL 41" = 60'-0"5GROSS AREA - LEVEL 51" = 60'-0"6GROSS AREA - LEVEL 61" = 60'-0"7GROSS AREA - LEVEL 71" = 60'-0"8GROSS AREA - LEVEL 81" = 60'-0"9GROSS AREA - LEVEL 91" = 60'-0"10GROSS AREA - LEVEL 101" = 60'-0"11GROSS AREA - LEVEL 111" = 60'-0"12GROSS AREA - ROOF03/24/2022 SOUTH SERVICE ROAD 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"28'-0" 10'-0" 50'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"19'-6"15'-0"50'-0"10'-0"C A B 1110987654321 D X Y Z 52 53 54 55 56 57 58 59 60 51 CYCLE CENTER RETAIL/F&B LOBBY ELECTRICAL ROOM SERVICE YARD 1 ENT A.1-301 1 ENT A.1-302 1 ENT A.1-303 1 ENT A.1-331 1 ENT A.1-332 LOBBY/ SHUTTLE ACCESS PG&E SWITCH VAULT PLUMBING ROOM LOADING DOCK CORRIDOR FUEL OIL STORAGE ROOMEM GENERATOR ROOM BOH CORRIDOR FIRE COMMAND CENTER 1 ENT A.1-304 FUTURE TENANT BULK GAS 0'8'16' 32' 64' 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/3/2022 3:46:18 PM20045.00 BUILDING 1 - FLOOR PLAN - LEVEL 1 ENT A.1-101 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 SOUTH SERVICE ROAD 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"28'-0" 10'-0" 50'-0" TENANT SPACE 22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"19'-6"15'-0"50'-0"10'-0"C A B 1110987654321 D X Y Z 52 53 54 55 56 57 58 59 60 51 PRIVATE TENANT TERRACE TENANT AMENITY (FITNESS) TENANT AMENITY (F&B) LOBBY TENANT AMENTIY (CONFERENCE CENTER) SHUTTLE LOBBY BOH SKYBRIDGE ACCESS 1 ENT A.1-301 1 ENT A.1-302 1 ENT A.1-303 1 ENT A.1-331 1 ENT A.1-332 1 ENT A.1-304 OPEN TO BELOW CORRIDOR SKY BRIDGE ACCESS TO SOUTH PARKING STRUCTURE 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:17:49 PM20045.00 BUILDING 1 - FLOOR PLAN - LEVEL 2 ENT A.1-102 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"28'-0" 10'-0" 50'-0" TENANT SPACE BALCONY 22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"19'-6"15'-0"50'-0"10'-0"C A B 1110987654321 D X Y Z 52 53 54 55 56 57 58 59 60 51 1 ENT A.1-301 1 ENT A.1-302 1 ENT A.1-303 1 ENT A.1-331 1 ENT A.1-332 1 ENT A.1-304 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:17:51 PM20045.00 BUILDING 1 - FLOOR PLAN - LEVEL 3 ENT A.1-103 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 TENANT SPACE 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"28'-0" 10'-0" 50'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"19'-6"15'-0"50'-0"10'-0"BALCONY C A B 1110987654321 D X Y Z 52 53 54 55 56 57 58 59 60 51 1 ENT A.1-301 1 ENT A.1-302 1 ENT A.1-303 1 ENT A.1-331 1 ENT A.1-332 1 ENT A.1-304 (EXTENTS VARY, SEE ELEVATIONS) 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:17:54 PM20045.00 BUILDING 1 - FLOOR PLAN - LEVELS 4-10 TYPICAL ENT A.1-106 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"28'-0" 10'-0" 50'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"19'-6"15'-0" TENANT SPACE C A B 1110987654321 D X Y Z 52 53 54 55 56 57 58 59 60 51 1 ENT A.1-301 1 ENT A.1-302 1 ENT A.1-303 1 ENT A.1-331 1 ENT A.1-332 DOUBLE HT MECHANICAL AREA 1 ENT A.1-304 50'-0"10'-0"0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:17:57 PM20045.00 BUILDING 1 - FLOOR PLAN - LEVEL 11 ENT A.1-111 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"28'-0" 10'-0" 50'-0"50'-0"10'-0"DOUBLE HT MECHANICAL AREA C A B 1110987654321 D X Y Z 52 53 54 55 56 57 58 59 60 51 1 ENT A.1-301 1 ENT A.1-302 1 ENT A.1-303 1 ENT A.1-331 1 ENT A.1-332 1 ENT A.1-304 DOUBLE HT MECHANICAL AREA (OPEN TO BELOW) 22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"19'-6"15'-0" 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:18:01 PM20045.00 BUILDING 1 - FLOOR PLAN - ROOF LEVEL ENT A.1-112 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 03/24/2022 03/24/2022 03/24/2022 03/24/2022 LOADING 11'-6" LEVEL 01 16'-0" LEVEL 02 37'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6"NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 229'-0" 52 53 54 55 56 57 58 59 6051 LOBBY RETAIL/F&B TENANT AMENTIY (CONFERENCE CENTER) TENANT AMENITY (F&B) PRIVATE TENANT TERRACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA 4'-6" 21'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 32'-0" 16'-0" BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY ZONING HEIGHT FROM FF LEVEL 1 TO TOP OF PARAPET213'-0"BLDG/FIRE DEPT HEIGHT FROM LOWEST LEVEL OF FD ACCESS (OLD BAYSHORE +10 NAVD88) TO HIGHEST OCCUPIED FLOOR (ROOF)187'-0"LOWEST CURB 10'-0"FAA HEIGHT FROM NAVD ZERO TO TOP OF PARAPET229'-0"5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:18:32 PM20045.00 BUILDING 1 - SECTIONS ENT A.1-331 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1/16" = 1'-0"1 BUILDING 1 - SECTION 1 03/24/2022 LOADING 11'-6" LEVEL 01 16'-0" LEVEL 02 37'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6" NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 229'-0" CAB D RETAIL/F&B TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT AMENTIY (CONFERENCE CENTER) TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE 21'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" LOADING DOCK TENANT SPACE DOUBLE HT MECHANICAL AREA DOUBLE HT MECHANICAL AREA 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:18:35 PM20045.00 BUILDING 1 - SECTIONS ENT A.1-332 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1/16" = 1'-0"1 BUILDING 1 - SECTION 2 03/24/2022 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 3/3/2022 5:56:33 PM20045.00 BUILDING 2 - COVER ENT A.2-000 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 BUILDING 2 NORTH 03/24/2022 CODE SUMMARY REQUIRED FIRE RESISTIVE RATINGS EXTERIOR BEARING WALLS INTERIOR BEARING WALLS EXTERIOR NON-BEARING WALLS INTERIOR NON-BEARING WALLS STRUCTURAL FRAME FLOORS -CEILING/FLOORS ROOF -CEILINGS/ROOFS STAIRWAY ENCLOSURE SHAFT ENCLOSURES 3 HOUR 3 HOUR SEE "FIRE SEPARATION DISTANCE" BELOW 0 HOUR 3 HOUR 2 HOUR 1 1/2 HOUR SEE "FLOOR OPENINGS & SHAFTS" BELOW SEE "FLOOR OPENINGS & SHAFTS" BELOW TABLE 601 CBC CH. 3 CBC CH. 5 508.3 OCCUPANCY CLASSIFICATION GROUP B: OFFICE GROUP A: ASSEMBLY OCCUPANCIES ARE SEPARATED THIS BUILDING IS DESIGNED FOR POTENTIAL FUTURE GROUP L OCCUPANCY AS PART OF TENANT FITOUT UNDER SEPARATE PERMIT. TABLE 504.4 TABLE 504.3 ALLOWABLE STORIES ALLOWABLE HEIGHT B OCCUPANCY: UL STORIES A-3 OCCUPANCY: UL STORIES L OCCUPANCY: 20 STORIES B OCCUPANCY: UL L OCCUPANCY: UL CBC CH. 5 TABLE 504.3 TABLE 504.4 506.2.4 506.3 508.4 TABLE 506.2 ACTUAL AREA ACTUAL STORIES ACTUAL HEIGHT LEVEL 1: 63,400 SF LEVEL 2: 51,000 SF LEVEL 3-10: 59,100 SF LEVEL 11: 37,400 SF ROOF: 7,400 SF TOTAL ABOVE GRADE BUILDING AREA = 632,000 SF ABOVE GRADE BUILDING AREA B OCCUPANCY: UL AREA TYPE IA L OCCUPANCY: UL AREA TYPE IA A OCCUPANCY: UL AREA TYPE IA M OCCUPANCY: UL AREA TYPE IA 11 STORIES ABOVE GRADE 185'-0 CBC CH. 6 TABLE 602 FIRE SEPARATION DISTANCE EXTERIOR NON BEARING WALLS GROUPS A, & B 0 FT <X < 5 FT = 1 HR 5 FT ≤X < 10 FT = 1 HR 10 FT ≤X < 30 FT = 1 HR 30 FT ≤X = 0 HR CBC CH. 7 TABLE 705.8 EXTERIOR WALL OPENINGS MAXIMUM AREA OF EXTERIOR WALL OPENINGS FIRE SEPARATION DISTANCE 0'-3' 3'-5' 5'-10' 10'-15' 15'-20' 20'-25' 25'-30' >30' UNPROTECTED NP NP 10% 15% 25% 45% 70% NL PROTECTED NP 15% 25% 45% 75% NL NL NL / UNPROTECTED & SPRINKLERED NP = NOT PERMITTED NL = NO LIMIT CBC CH. 7 713.4 FLOOR OPENINGS & SHAFTS 4 STORIES OR MORE = 2 HR LESS THAN 4 STORIES = 1 HR CBC CH. 10 1004 EXITING & OCCUPANT LOAD SEE LIFE SAFETY PLANS ALL EXITS ARE ACCESSIBLE CBC CH. 10 1006 EXITS REQUIRED SEE LIFE SAFETY PLANS CBC CH. 10 1006 EXITS PROVIDED SEE LIFE SAFETY PLANS CBC CH. 10 TABLE 1017.2 TRAVEL DISTANCE GROUP B OCCUPANCY: *300 FT GROUP L OCCUPANCY: *200 FT GROUP A OCCUPANCY: *250 FT GROUP S2 OCCUPANCY: *400 FT * INCREASE IN ALLOWABLE TRAVEL DISTANCE FOR BUILDINGS EQUIPPED WITH A SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 CBC CH. 10 1009.3.3 AREA OF REFUGE NO AREA OF REFUGE IS REQUIRED CBC CH. 30 3002.4 3006.2 ELEVATORS ONE ELEVATOR SHALL PROVIDE EMERGENCY SERVICES TO ALL LANDINGS. THE ELEVATOR CAR SHALL ACCOMMODATE AN AMBULANCE STRETCHER 24"X84" WITH 5-INCH RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES. ELEVATOR MACHINE ROOMS SHALL HAVE AN INDEPENDENT VENTILATION OR AC SYSTEM CBC CH. 9 CFC CH. 9 FIRE PROTECTION AUTOMATIC FIRE SPRINKLERS PROVIDED IN ACCORDANCE WITH SECTION 903.3.1.1 STANDPIPE SYSTEMS IN ACCORDANCE WITH SECTION 905 PORTABLE FIRE EXTINGUISHERS WITH A MINIMUM CLASSIFICATION OF 2A:10BC PROVIDED IN ACCORDANCE WITH SECTION 906 FIRE ALARM SYSTEM WITH UL CENTRAL STATION, FULLY ADDRESSABLE SYSTEM PROVIDED IN ACCORDANCE WITH NFPA 72 (DEFERRED SUBMITTAL) EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PER SECTION 907.5.2.2 FIRE PUMP (W/ EMERGENCY BACK-UP GENERATOR & 12 HOURS OF FUEL STORAGE CAPACITY) PROVIDED FOR SPRINKLERS AND STANDPIPES CBC CH. 9 916.1 CFC CH. 5 510.1 EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS) INDEPENDENT ERRCS SYSTEM PROVIDED THROUGHOUT BUILDING AND SUBTERRANEAN GARAGE. BUILT-IN OSCILLATION PROTECTION SYSTEM. TUNING AND ISOLATION OF THE SYSTEM IS REQUIRED TO ELIMINATE INTERFERENCE WITH THE MACRO RADIO INFRASTRUCTURE, AND SIGNALS FROM NEARBY BUILDINGS. GROUP L 0 FT <X < 5 FT = 3 HR 5 FT ≤X < 10 FT = 3 HR 10 FT ≤X < 30 FT = 2 HR 30 FT ≤X = 0 HR CBC CH. 4 TABLE 453.7.2.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE STORY % OF MAX. # OF LAB SUITES ABOVE GRADE PER LAB SUITE PER FLOOR 1-3 100 UL 4-6 75 20 7-10 50 16 11-14 50 8 UL = UNLIMITED NP = NOT PERMITTED TYPE OF CONSTRUCTION TYPE IA RISK CATEGORY III SEISMIC IMPORTANCE FACTOR 1.25 602.2 TABLE 1604.5 1613 LOW-FLOW PLUMBING FIXTURES WILL BE USED THROUGHOUT PROJECT, IN COMPLIANCE WITH CBC, CALGREEN AND LEED REQUIREMENTS CEQA PLEASE NOTE: THE OFFICE BUILDINGS IN THIS PROJECT ARE CORE-SHELL ONLY, AND WILL BE SUBMTTED AS B-GROUP OCCUPANCY BUILDINGS. THE PROJECT ANTICIPATES POTENTIAL FUTURE LABORATORY USE, WITH L-GROUP OCCUPANCY, AS PART OF FUTURE TENANT FITOUTS UNDER SEPARATE PERMITS. RELEVANT REQUIREMENTS FOR B-GROUP AND L-GROUP OCCUPANCY ARE INCORPORATED INTO THE DESIGN WHERE CORE-SHELL COMPONENTS OF THE BUILDING ARE AFFECTED. 5 4 SA N FRANCISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 12" = 1'-0"3/24/2022 9:26:46 PM20045.00 BUILDING 2 - CODE & AREA SUMMARY ENT A.2-010 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 OFFICE - BLDG 2 SERVICE YARD OPEN TO SKY OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 EXTERIOR TERRACE - BLDG 2 OFFICE - BLDG 2 ROOF ROOF *REFER TO SHEET ENT G-002 FOR ALL BUILDING AREAS GROSS BUILDING AREA GROSS BUILDING AREA IS DEFINED AND CALCULATED PER BURLINGAME MUNICIPAL CODE TITLE 25. BURLINGAME MUNICIPAL CODE ARTICLE 8: DEFINITIONS 25.030.060.A - Determining Floor Area, Generally. The floor area of a building shall be the sum of all floors of a building or buildings, as measured to the outside surfaces of the exterior walls of the structure or structures and including such areas as halls, stairways, covered porches and balconies, elevator shafts, service and mechanical equipment rooms and basements, cellars, and improved space in attic areas. 25.030.060.D.2 - Non-Residential Exemptions. Exempted from floor area ratio computation for commercial development are: a. Chimneys, cupolas, and flag poles. b. Canopies at entrances to buildings. c. Balconies (uncovered or covered). d. Covered walkways and arcades. e. Ground level trellises. f. Trash enclosures. g. Water tanks, elevator penthouses, and other mechanical appurtenances. h. Fire or hose towers. i. Ground level service yards, if open to the sky, and which may otherwise be partially enclosed. 25.108.070 - "F" Definitions. Floor area, gross. The total area enclosed within a building, including closets, stairways, and utility and mechanical rooms, measured from the outside face of the walls. LEGEND OFFICE - BLDG 2 ROOF ROOF ROOF 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 60'-0"3/2/2022 10:20:13 PM20045.00 BUILDING 2 - AREA PLANS ENT A.2-020 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1" = 60'-0"1 GROSS AREA - LEVEL 1 1" = 60'-0"2 GROSS AREA - LEVEL 2 1" = 60'-0"3 GROSS AREA - LEVEL 3 1" = 60'-0"4 GROSS AREA - LEVEL 4 1" = 60'-0"5 GROSS AREA - LEVEL 5 1" = 60'-0"6 GROSS AREA - LEVEL 6 1" = 60'-0"7 GROSS AREA - LEVEL 7 1" = 60'-0"8 GROSS AREA - LEVEL 8 1" = 60'-0"9 GROSS AREA - LEVEL 9 1" = 60'-0"10 GROSS AREA - LEVEL 10 1" = 60'-0"11 GROSS AREA - LEVEL 11 1" = 60'-0"12 GROSS AREA - ROOF 03/24/2022 CORRIDOR TENANT SPACE LOBBY NORTH SERVICE ROAD EASTON CREEK SERVICE YARD 50'-0"10'-0"30'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0" CYCLE CENTER C"C" D"D" L" 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" B"B" A"A" 19" K" J" 51" 52" 53" 54" 55" 56" 57" E" 66" 65" 64" 63" 62" 61" 60" 59" 68" H" G" F" 69" 67"20'-3" 30'-0" 10'-0" 50'-0"50'-0"10'-0"2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "1 7 '-3 "2 6 '-9 " 22'-0"22'-0"22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"20'-0"6'-0" 58"50'-0"10'-0"FIRE COMMAND CENTER 1 ENT A.2-331 1 ENT A.2-332 1 ENT A.2-303 1 ENT A.2-302 1 ENT A.2-301 PG&E SWITCH VAULT ELECTRICAL ROOM PLUMBING ROOM BOH EM GENERATOR ROOM FUEL OIL STORAGE ROOM CORRIDOR LOADING DOCK BOH 1 ENT A.2-304 FUTURE TENANT BULK GAS BOH 0'8'16' 32' 64' 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/3/2022 3:45:44 PM20045.00 BUILDING 2 - FLOOR PLAN - LEVEL 1 ENT A.2-101 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 UP TENANT SPACE NORTH SERVICE ROAD EASTON CREEK PRIVATE TENANT TERRACE C"C" D"D" L" 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" B"B" A"A" 19" K" J" 51" 52" 53" 54" 55" 56" 57" E" 66" 65" 64" 63" 62" 61" 60" 59" 68" H" G" F" 69" 67" 58" PRIVATE TENANT TERRACE SKY BRIDGE ACCESS TENANT AMENITY (F&B) TENANT AMENTIY (CONFERENCE CENTER) TENANT AMENITY (FITNESS) LOBBY SHUTTLE LOBBY 1 ENT A.2-331 1 ENT A.2-3321 ENT A.2-303 1 ENT A.2-302 1 ENT A.2-301 1 ENT A.2-304 (OPEN TO BELOW)50'-0"10'-0"30'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"20'-3" 30'-0" 10'-0" 50'-0"50'-0"10'-0"2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "1 7 '-3 "2 6 '-9 " 22'-0"22'-0"22'-0"22'-0"22'-0" 22'-0" 22'-0" 22'-0"20'-0"6'-0"50'-0"10'-0"0'8'16' 32' 64' SKY BRIDGE ACCESS TO NORTH PARKING STRUCTURE 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:20:22 PM20045.00 BUILDING 2 - FLOOR PLAN - LEVEL 2 ENT A.2-102 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 TENANT SPACE BALCONY C"C" D"D" L" 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" B"B" A"A" 19" K" J" 51" 52" 53" 54" 55" 56" 57" E" 66" 65" 64" 63" 62" 61" 60" 59" 68" H" G" F" 69" 67" 58" 1 ENT A.2-331 1 ENT A.2-3321 ENT A.2-303 1 ENT A.2-302 1 ENT A.2-301 1 ENT A.2-30450'-0"10'-0"30'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"20'-3" 30'-0" 10'-0" 50'-0"50'-0"10'-0"2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "1 7 '-3 "2 6 '-9 " 22'-0"22'-0"22'-0"22'-0"22'-0" 22'-0" 22'-0" 22'-0"20'-0"6'-0"50'-0"10'-0"0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:20:25 PM20045.00 BUILDING 2 - FLOOR PLAN - LEVEL 3 ENT A.2-103 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 TENANT SPACE C"C" D"D" L" 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" B"B" A"A" 19" K" J" 51" 52" 53" 54" 55" 56" 57" E" 66" 65" 64" 63" 62" 61" 60" 59" 68" H" G" F" 69" 67" BALCONY 58" 1 ENT A.2-331 1 ENT A.2-332 1 ENT A.2-303 1 ENT A.2-302 1 ENT A.2-301 1 ENT A.2-30450'-0"10'-0"30'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"20'-3" 30'-0" 10'-0" 50'-0"50'-0"10'-0"2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "1 7 '-3 "2 6 '-9 " 22'-0"22'-0"22'-0"22'-0"22'-0" 22'-0" 22'-0" 22'-0"20'-0"6'-0"50'-0"10'-0"(EXTENTS VARY, SEE ELEVATIONS) (EXTENTS VARY, SEE ELEVATIONS) (OPEN TO BELOW) 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:20:29 PM20045.00 BUILDING 2 - FLOOR PLAN - LEVELS 4-10 TYPICAL ENT A.2-106 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 C"C" D"D" L" 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" B"B" A"A" 19" K" J" 51" 52" 53" 54" 55" 56" 57" E" 66" 65" 64" 63" 62" 61" 60" 59" 68" H" G" F" 69" 67" 58" 1 ENT A.2-331 1 ENT A.2-332 1 ENT A.2-303 1 ENT A.2-302 1 ENT A.2-301 1 ENT A.2-304 TENANT SPACE SINGLE HT MECHANICAL AREA DOUBLE HT MECHANICAL AREA 50'-0"10'-0"30'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"20'-3" 30'-0" 10'-0" 50'-0"50'-0"10'-0"2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "1 7 '-3 "2 6 '-9 " 22'-0"22'-0"22'-0"22'-0"22'-0" 22'-0" 22'-0" 22'-0"20'-0"6'-0"50'-0"10'-0"0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:20:32 PM20045.00 BUILDING 2 - FLOOR PLAN - LEVEL 11 ENT A.2-111 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 DOUBLE HT MECHANICAL AREA DOUBLE HT MECHANICAL AREA DOUBLE HT MECHANICAL AREA C"C" D"D" L" 1"2"3"4"5"6"7"8"9"10"11"12"13"14"15"16"17"18" B"B" A"A" 19" K" J" 51" 52" 53" 54" 55" 56" 57" E" 66" 65" 64" 63" 62" 61" 60" 59" 68" H" G" F" 69" 67" 58" 1 ENT A.2-331 1 ENT A.2-332 1 ENT A.2-303 1 ENT A.2-302 1 ENT A.2-301 1 ENT A.2-30450'-0"10'-0"30'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"22'-0"20'-3" 30'-0" 10'-0" 50'-0"50'-0"10'-0"2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "2 2 '-0 "1 7 '-3 "2 6 '-9 " 22'-0"22'-0"22'-0"22'-0"22'-0" 22'-0" 22'-0" 22'-0"20'-0"6'-0"50'-0"10'-0"(OPEN TO BELOW) 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:20:36 PM20045.00 BUILDING 2 - FLOOR PLAN - ROOF LEVEL ENT A.2-112 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 03/24/2022 03/24/2022 03/24/2022 03/24/2022 LOADING 11'-6" LEVEL 01 16'-0" LEVEL 02 37'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6" NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 229'-0" 1 ENT A.2-332 4'-6" 21'-0" 16'-0" 16'-0" 32'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE SINGLE HT MECHANICAL AREA LOBBY CYCLE CENTER TENANT AMENTIY (CONFERENCE CENTER) TENANT SPACE TENANT AMENITY (F&B) TENANT AMENTIY (CONFERENCE CENTER) PRIVATE TENANT TERRACE FIRE COMMAND CENTER TENANT SPACE PRIVATE TENANT TERRACE BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:21:29 PM20045.00 BUILDING 2 - SECTIONS ENT A.2-331 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1/16" = 1'-0"1 BUILDING 2 - SECTION 1 03/24/2022 LOADING 11'-6" LEVEL 01 16'-0" LEVEL 02 37'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6"NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 229'-0" C"D"B"A"E" 1 ENT A.2-331 LOADING DOCK TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA SINGLE HT MECHANICAL AREA TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT AMENTIY (CONFERENCE CENTER) TENANT SPACE TENANT SPACE TENANT SPACE 4'-6" 21'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" LOWEST CURB 10'-0"ZONING HEIGHT FROM FF LEVEL 1 TO TOP OF PARAPET213'-0"BLDG/FIRE DEPT HEIGHT FROM LOWEST LEVEL OF FD ACCESS (OLD BAYSHORE +10 NAVD88) TO HIGHEST OCCUPIED FLOOR (ROOF)187'-0"FAA HEIGHT FROM NAVD ZERO TO TOP OF PARAPET229'-0"5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:21:32 PM20045.00 BUILDING 2 - SECTIONS ENT A.2-332 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1/16" = 1'-0"1 BUILDING 2 - SECTION 2 03/24/2022 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 3/3/2022 5:56:35 PM20045.00 BUILDING 3 - COVER ENT A.3-000 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 BUILDING 3 CENTER 03/24/2022 CODE SUMMARY REQUIRED FIRE RESISTIVE RATINGS EXTERIOR BEARING WALLS INTERIOR BEARING WALLS EXTERIOR NON-BEARING WALLS INTERIOR NON-BEARING WALLS STRUCTURAL FRAME FLOORS -CEILING/FLOORS ROOF -CEILINGS/ROOFS STAIRWAY ENCLOSURE SHAFT ENCLOSURES TYPE OF CONSTRUCTION TYPE IA RISK CATEGORY III SEISMIC IMPORTANCE FACTOR 1.25 3 HOUR 3 HOUR SEE "FIRE SEPARATION DISTANCE" BELOW 0 HOUR 3 HOUR 2 HOUR 1 1/2 HOUR SEE "FLOOR OPENINGS & SHAFTS" BELOW SEE "FLOOR OPENINGS & SHAFTS" BELOW TABLE 601 CBC CH. 3 CBC CH. 5 508.3 602.2 TABLE 1604.5 1613 OCCUPANCY CLASSIFICATION GROUP B: OFFICE GROUP A: ASSEMBLY OCCUPANCIES ARE SEPARATED THIS BUILDING IS DESIGNED FOR POTENTIAL FUTURE GROUP L OCCUPANCY AS PART OF TENANT FITOUT UNDER SEPARATE PERMIT TABLE 504.4 TABLE 504.3 ALLOWABLE STORIES ALLOWABLE HEIGHT B OCCUPANCY: UL STORIES A-3 OCCUPANCY: UL STORIES L OCCUPANCY: 20 STORIES B OCCUPANCY: UL L OCCUPANCY: UL CBC CH. 5 TABLE 504.3 TABLE 504.4 506.2.4 506.3 508.4 TABLE 506.2 ACTUAL AREA ACTUAL STORIES ACTUAL HEIGHT LEVEL 1: 45,100 SF LEVEL 2: 38,500 SF LEVEL 3-10: 42,500 SF LEVEL 11: 23,900 SF ROOF: 7,500 SF TOTAL ABOVE GRADE BUILDING AREA = 455,000 SF ABOVE GRADE BUILDING AREA B OCCUPANCY: UL AREA TYPE IA L OCCUPANCY: UL AREA TYPE IA A OCCUPANCY: UL AREA TYPE IA M OCCUPANCY: UL AREA TYPE IA 11 STORIES ABOVE GRADE 185'-0 CBC CH. 6 TABLE 602 FIRE SEPARATION DISTANCE EXTERIOR NON BEARING WALLS GROUPS A, & B 0 FT <X < 5 FT = 1 HR 5 FT ≤X < 10 FT = 1 HR 10 FT ≤X < 30 FT = 1 HR 30 FT ≤X = 0 HR CBC CH. 7 TABLE 705.8 EXTERIOR WALL OPENINGS MAXIMUM AREA OF EXTERIOR WALL OPENINGS FIRE SEPARATION DISTANCE 0'-3' 3'-5' 5'-10' 10'-15' 15'-20' 20'-25' 25'-30' >30' UNPROTECTED NP NP 10% 15% 25% 45% 70% NL PROTECTED NP 15% 25% 45% 75% NL NL NL / UNPROTECTED & SPRINKLERED NP = NOT PERMITTED NL = NO LIMIT CBC CH. 7 713.4 FLOOR OPENINGS & SHAFTS 4 STORIES OR MORE = 2 HR LESS THAN 4 STORIES = 1 HR CBC CH. 10 1004 EXITING & OCCUPANT LOAD SEE LIFE SAFETY PLANS ALL EXITS ARE ACCESSIBLE CBC CH. 10 1006 EXITS REQUIRED SEE LIFE SAFETY PLANS CBC CH. 10 1006 EXITS PROVIDED SEE LIFE SAFETY PLANS CBC CH. 10 TABLE 1017.2 TRAVEL DISTANCE GROUP B OCCUPANCY: *300 FT GROUP L OCCUPANCY: *200 FT GROUP A OCCUPANCY: *250 FT GROUP S2 OCCUPANCY: *400 FT * INCREASE IN ALLOWABLE TRAVEL DISTANCE FOR BUILDINGS EQUIPPED WITH A SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 CBC CH. 10 1009.3.3 AREA OF REFUGE NO AREA OF REFUGE IS REQUIRED CBC CH. 30 3002.4 3006.2 ELEVATORS ONE ELEVATOR SHALL PROVIDE EMERGENCY SERVICES TO ALL LANDINGS. THE ELEVATOR CAR SHALL ACCOMMODATE AN AMBULANCE STRETCHER 24"X84" WITH 5-INCH RADIUS CORNERS, IN THE HORIZONTAL OPEN POSITION, AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES. ELEVATOR MACHINE ROOMS SHALL HAVE AN INDEPENDENT VENTILATION OR AC SYSTEM CBC CH. 9 CFC CH. 9 FIRE PROTECTION AUTOMATIC FIRE SPRINKLERS PROVIDED IN ACCORDANCE WITH SECTION 903.3.1.1 STANDPIPE SYSTEMS IN ACCORDANCE WITH SECTION 905 PORTABLE FIRE EXTINGUISHERS WITH A MINIMUM CLASSIFICATION OF 2A:10BC PROVIDED IN ACCORDANCE WITH SECTION 906 FIRE ALARM SYSTEM WITH UL CENTRAL STATION, FULLY ADDRESSABLE SYSTEM PROVIDED IN ACCORDANCE WITH NFPA 72 (DEFERRED SUBMITTAL) EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PER SECTION 907.5.2.2 FIRE PUMP (W/ EMERGENCY BACK-UP GENERATOR & 12 HOURS OF FUEL STORAGE CAPACITY) PROVIDED FOR SPRINKLERS AND STANDPIPES CBC CH. 9 916.1 CFC CH. 5 510.1 EMERGENCY RESPONDER RADIO COVERAGE SYSTEM (ERRCS) INDEPENDENT ERRCS SYSTEM PROVIDED THROUGHOUT BUILDING AND SUBTERRANEAN GARAGE. BUILT-IN OSCILLATION PROTECTION SYSTEM. TUNING AND ISOLATION OF THE SYSTEM IS REQUIRED TO ELIMINATE INTERFERENCE WITH THE MACRO RADIO INFRASTRUCTURE, AND SIGNALS FROM NEARBY BUILDINGS. GROUP L 0 FT <X < 5 FT = 3 HR 5 FT ≤X < 10 FT = 3 HR 10 FT ≤X < 30 FT = 2 HR 30 FT ≤X = 0 HR CBC CH. 4 TABLE 453.7.2.1 HAZARDOUS MATERIALS QUANTITY PER LABORATORY SUITE STORY % OF MAX. # OF LAB SUITES ABOVE GRADE PER LAB SUITE PER FLOOR 1-3 100 UL 4-6 75 20 7-10 50 16 11-14 50 8 UL = UNLIMITED NP = NOT PERMITTED LOW-FLOW PLUMBING FIXTURES WILL BE USED THROUGHOUT PROJECT, IN COMPLIANCE WITH CBC, CALGREEN AND LEED REQUIREMENTS CEQA PLEASE NOTE: THE OFFICE BUILDINGS IN THIS PROJECT ARE CORE-SHELL ONLY, AND WILL BE SUBMTTED AS B-GROUP OCCUPANCY BUILDINGS. THE PROJECT ANTICIPATES POTENTIAL FUTURE LABORATORY USE, WITH L-GROUP OCCUPANCY, AS PART OF FUTURE TENANT FITOUTS UNDER SEPARATE PERMITS. RELEVANT REQUIREMENTS FOR B-GROUP AND L-GROUP OCCUPANCY ARE INCORPORATED INTO THE DESIGN WHERE CORE-SHELL COMPONENTS OF THE BUILDING ARE AFFECTED. 5 4 SA N FRANCISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 12" = 1'-0"3/24/2022 9:26:30 PM20045.00 BUILDING 3 - CODE & AREA SUMMARY ENT A.3-010 03/24/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 OFFICE - BLDG 3 SERVICE YARD OPEN TO SKY OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 OFFICE - BLDG 3 EXTERIOR TERRACE - BLDG 3 ROOF *REFER TO SHEET ENT G-002 FOR ALL BUILDING AREAS GROSS BUILDING AREA GROSS BUILDING AREA IS DEFINED AND CALCULATED PER BURLINGAME MUNICIPAL CODE TITLE 25. BURLINGAME MUNICIPAL CODE ARTICLE 8: DEFINITIONS 25.030.060.A - Determining Floor Area, Generally. The floor area of a building shall be the sum of all floors of a building or buildings, as measured to the outside surfaces of the exterior walls of the structure or structures and including such areas as halls, stairways, covered porches and balconies, elevator shafts, service and mechanical equipment rooms and basements, cellars, and improved space in attic areas. 25.030.060.D.2 - Non-Residential Exemptions. Exempted from floor area ratio computation for commercial development are: a. Chimneys, cupolas, and flag poles. b. Canopies at entrances to buildings. c. Balconies (uncovered or covered). d. Covered walkways and arcades. e. Ground level trellises. f. Trash enclosures. g. Water tanks, elevator penthouses, and other mechanical appurtenances. h. Fire or hose towers. i. Ground level service yards, if open to the sky, and which may otherwise be partially enclosed. 25.108.070 - "F" Definitions. Floor area, gross. The total area enclosed within a building, including closets, stairways, and utility and mechanical rooms, measured from the outside face of the walls. LEGEND OFFICE - BLDG 3 ROOF ROOF 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 60'-0"3/2/2022 10:22:55 PM20045.00 BUILDING 3 - AREA PLANS ENT A.3-020 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1" = 60'-0"1 GROSS AREA - LEVEL 1 1" = 60'-0"2 GROSS AREA - LEVEL 2 1" = 60'-0"3 GROSS AREA - LEVEL 3 1" = 60'-0"4 GROSS AREA - LEVEL 4 1" = 60'-0"5 GROSS AREA - LEVEL 5 1" = 60'-0"6 GROSS AREA - LEVEL 6 1" = 60'-0"7 GROSS AREA - LEVEL 7 1" = 60'-0"8 GROSS AREA - LEVEL 8 1" = 60'-0"9 GROSS AREA - LEVEL 9 1" = 60'-0"10 GROSS AREA - LEVEL 10 1" = 60'-0"11 GROSS AREA - LEVEL 11 1" = 60'-0"12 GROSS AREA - ROOF 03/24/2022 LOADING DOCK LOBBY CENTER SERVICE ROAD E A S T O N C R E E K TENANT SPACE SERVICE YARD CYCLE CENTER OPTIONAL SECONDARY LOBBY TENANT SPACE 22'-0" 11'-0" 11'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"10'-0"50'-0"10'-0"50'-0"10'-0"13'-9" 22'-0" 2 2'-0" 22'-0" 2 2'-0" 2 2'-0" 22'-0" 2 2'-0" 22'-0" 10'-0" G' 3'4'5'6'7'8' D' C' B' W' 60' 59' 58' 57' 56' 55' F' 54' 52' 51' X' CC' 2.5' Y' V' 1' 50' E' 2' A' 9'10' AA' BB' 53' N' M' O' P' Q' R' S' LOBBY/ SHUTTLE ACCESS 1 ENT A.3-331 1 ENT A.3-332 1 ENT A.3-301 1 ENT A.3-302 1 ENT A.3-303 1 ENT A.3-304 30'-0"30'-0"22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 16'-6" FUEL OIL STORAGE ROOM EM GENERATOR ROOM ELECTRICAL ROOMPG&E SWITCH VAULT PLUMBING ROOM CORRIDOR BOH BOH CORRIDOR FIRE COMMAND CENTER FUTURE TENANT BULK GAS 0'8'16' 32' 64' 5 4 SA N FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SAN FRANCISC O CALIFO RNIA 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/3/2022 3:45:01 PM20045.00 BUILDING 3 - FLOOR PLAN - LEVEL 1 ENT A.3-101 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 UP CENTER SERVICE ROAD E A S T O N C R E E K PRIVATE TENANT TERRACE LOBBY TENANT AMENTIY (CONFERENCE CENTER) G' 3'4'5'6'7'8' D' C' B' W' 60' 59' 58' 57' 56' 55' F' 54' 52' 51' X' CC' 2.5' Y' V' 1' 50' E' 2' A' 9'10' AA' BB' TENANT SPACE 53' N' M' O' P' Q' R' S' TENANT AMENITY (FITNESS) TENANT AMENITY (F&B) PRIVATE TENANT TERRACE 1 ENT A.3-331 1 ENT A.3-332 1 ENT A.3-301 1 ENT A.3-302 1 ENT A.3-303 1 ENT A.3-304 SHUTTLE LOBBY 22'-0" 11'-0" 11'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"10'-0"50'-0"10'-0"50'-0"10'-0"13'-9" 22'-0" 2 2'-0" 22'-0" 2 2'-0" 2 2'-0" 22'-0" 2 2'-0" 22'-0" 10'-0"30'-0"30'-0"22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 16'-6" (OPEN TO BELOW) TENANT SPACE 0'8'16' 32' 64' SKY BRIDGE ACCESS TO SOUTH PARKING STRUCTURE 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:23:04 PM20045.00 BUILDING 3 - FLOOR PLAN - LEVEL 2 ENT A.3-102 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 TENANT SPACE BALCONY G' 3'4'5'6'7'8' D' C' B' W' 60' 59' 58' 57' 56' 55' F' 54' 52' 51' X' CC' 2.5' Y' V' 1' 50' E' 2' A' 9'10' AA' BB' 53' N' M' O' P' Q' R' S' 1 ENT A.3-331 1 ENT A.3-332 1 ENT A.3-301 1 ENT A.3-302 1 ENT A.3-303 1 ENT A.3-304 22'-0" 11'-0" 11'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"10'-0"50'-0"10'-0"50'-0"10'-0"13'-9" 22'-0" 2 2'-0" 22'-0" 2 2'-0" 2 2'-0" 22'-0" 2 2'-0" 22'-0" 10'-0"30'-0"30'-0"22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 16'-6" 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:23:08 PM20045.00 BUILDING 3 - FLOOR PLAN - LEVEL 3 ENT A.3-103 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 G' 3'4'5'6'7'8' D' C' B' W' 60' 59' 58' 57' 56' 55' F' 54' 52' 51' X' CC' 2.5' Y' V' 1' 50' E' 2' A' 9'10' AA' BB' 53' N' M' O' P' Q' R' S' 1 ENT A.3-331 1 ENT A.3-332 1 ENT A.3-301 1 ENT A.3-302 1 ENT A.3-303 1 ENT A.3-304 22'-0" 11'-0" 11'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"10'-0"50'-0"10'-0"50'-0"10'-0"13'-9" 22'-0" 2 2'-0" 22'-0" 2 2'-0" 2 2'-0" 22'-0" 2 2'-0" 22'-0" 10'-0"30'-0"30'-0"22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 16'-6" BALCONY (EXTENTS VARY, SEE ELEVATIONS) (EXTENTS VARY, SEE ELEVATIONS) 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:23:11 PM20045.00 BUILDING 3 - FLOOR PLAN - LEVELS 4-10 TYPICAL ENT A.3-106 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 TENANT SPACE PRIVATE TENANT TERRACE G' 3'4'5'6'7'8' D' C' B' W' 60' 59' 58' 57' 56' 55' F' 54' 52' 51' X' CC' 2.5' Y' V' 1' 50' E' 2' A' 9'10' AA' BB' 53' N' M' O' P' Q' R' S' 1 ENT A.3-331 1 ENT A.3-332 1 ENT A.3-301 1 ENT A.3-302 1 ENT A.3-303 1 ENT A.3-304 DOUBLE HT MECHANICAL AREA 22'-0" 11'-0" 11'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"10'-0"50'-0"10'-0"50'-0"10'-0"13'-9" 22'-0" 2 2'-0" 22'-0" 2 2'-0" 2 2'-0" 22'-0" 2 2'-0" 22'-0" 10'-0"30'-0"30'-0"22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 16'-6" 0'8'16' 32' 64' 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:23:15 PM20045.00 BUILDING 3 - FLOOR PLAN - LEVEL 11 ENT A.3-111 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 DOUBLE HT MECHANICAL AREA 22'-0" 11'-0" 11'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0" 22'-0"22'-0"22'-0"22'-0"22'-0"10'-0"50'-0"10'-0"50'-0"10'-0"13'-9" 22'-0" 2 2'-0" 22'-0" 2 2'-0" 2 2'-0" 4 4'-0" 22'-0" 10'-0" G' 3'4'5'6'7'8' D' C' B' W' 60' 59' 58' 57' 56' 55' F' 54' 52' 51' X' CC' 2.5' Y' V' 1' 50' E' 2' A' 9'10' AA' BB' 53' N' M' O' P' Q' R' S' 1 ENT A.3-331 1 ENT A.3-332 1 ENT A.3-301 1 ENT A.3-302 1 ENT A.3-303 1 ENT A.3-304 DOUBLE HT MECHANICAL AREA 0'8'16' 32' 64' (OPEN TO BELOW) 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/3/2022 11:55:04 AM20045.00 BUILDING 3 - FLOOR PLAN - ROOF LEVEL ENT A.3-112 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 03/24/2022 03/24/2022 03/24/2022 03/24/2022 03/24/2022 LOADING 11'-6" LEVEL 01 16'-0" LEVEL 02 37'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6" NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 229'-0" N'M'O'P'Q'R'S' LOBBY TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT AMENTIY (CONFERENCE CENTER) TENANT AMENITY (F&B) TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA PRIVATE TENANT TERRACE BALCONY PRIVATE TENANT TERRACE BALCONY BALCONY BALCONY BOH 4'-6" 21'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:23:44 PM20045.00 BUILDING 3 - SECTIONS ENT A.3-331 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1/16" = 1'-0"1 BUILDING 3 - SECTION 1 03/24/2022 LOADING 11'-6" LEVEL 01 16'-0" LEVEL 02 37'-0" LEVEL 03 53'-0" LEVEL 04 69'-0" LEVEL 05 85'-0" LEVEL 06 101'-0" LEVEL 07 117'-0" LEVEL 08 133'-0" LEVEL 09 149'-0" LEVEL 10 165'-0" LEVEL 11 181'-0" MEAN SEA LEVEL 3'-6"NAVD88 0" ROOF 197'-0" FAA HT LIMIT MEASURED FROM NAVD88 240'-0" T.O. PENT ROOF 213'-0" T.O. MECH SCREEN 229'-0" G'D'C'B'F'E'A'4'-6" 21'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA LOADING DOCK TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE DOUBLE HT MECHANICAL AREA TENANT SPACE TENANT SPACE TENANT SPACE LOWEST CURB 10'-0"ZONING HEIGHT FROM FF LEVEL 1 TO TOP OF PARAPET213'-0"BLDG/FIRE DEPT HEIGHT FROM LOWEST LEVEL OF FD ACCESS (OLD BAYSHORE +10 NAVD) TO HIGHEST OCCUPIED FLOOR (ROOF)187'-0"FAA HEIGHT FROM NAVD ZERO TO TOP OF PARAPET229'-0"5 4 SA N FRANC ISC O CALIFORNIA 94107 415 .489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OC M 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/2/2022 10:23:47 PM20045.00 BUILDING 3 - SECTIONS ENT A.3-332 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 1/16" = 1'-0"1 BUILDING 3 - SECTION 2 03/24/2022 6$1)5$1&,6&2&$/,)251,$ 7(/ )$;::: :516678',22&06(&21' 675((77+/)25267(2/'%$<6+25(+,*+:$<%XUOLQJDPH&$ (17,7/(0(17$33/,&$7,21':%XUOLQJDPH9HQWXUH//& 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 3/3/2022 5:56:40 PM20045.00 SOUTH PARKING - COVER ENT A.PS-000 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 SOUTH PARKING STRUCTURE 03/24/2022 ABBREVIATIONS &AND @ AT A.B.ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ACOUS.ACOUSTICAL A.D.AREA DRAIN ADD.ADDITION ADJ.ADJUSTABLE A.E.D.AUTOMATED EXTERNAL DEFIBRILLATOR A.F.F.ABOVE FINISH FLOOR AGGR.AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AL.ALUMINUM ALT.ALTERNATE ANNLD.ANNEALED APPROX.APPROXIMATELY ARCH.ARCHITECTURAL ASPH.ASPHALT ASSN.ASSOCIATION ASTM AMERICAN STANDARDS FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BET.BETWEEN BIT.BITUMINOUS BLDG.BUILDING BLK.BLOCK BLKG.BLOCKING BM.BEAM BOT.BOTTOM BR.BRACE BR.DN.BRACE DOWN CAB CABINET CBC CALIFORNIA BUILDING CODE C.B.CATCH BASIN CEM.CEMENT CER.CERAMIC C.G.CORNER GUARD C.G.S.CENTER GRAVITY STEEL C.I.CAST IRON C.I.P.CAST IN PLACE C.J.CONSTRUCTION JOINT CLG.CEILING CLKG.CAULKING CLO.CLOSET CLR.CLEAR CMU CONCRETE MASONRY UNIT CNTR.COUNTER CO.COMPANY COEF.COEFFICIENT C.O.CHANGE ORDER COL.COLUMN COM.COMMON CONC.CONCRETE CONN.CONNECTION CONST.CONSTRUCTION CONT.CONTINUOUS CONTR.CONTRACTOR C.OPNG.CASED OPENING CORP.CORPORATION CORR. CORRIDOR CTR.CENTER CTSK.COUNTERSUNK CU.FT.CUBIC FOOT CU.IN.CUBIC INCH CU.YD.CUBIC YARD D.B.A.DEFORMED BAR ANCHOR DLB.DOUBLE DEPT.DEPARTMENT DET.DETAIL D.F.DRINKING FOUNTAIN DIA.DIAMETER DIAG.DIAGONAL DIM.DIMENSION DISP.DISPENSER DIV.DIVISION D.L.DEAD LOAD DN.DOWN DO.DITTO DR.DOOR DR.OPNG.DOOR OPENING DS.DOWN SPOUT DSGN.DESIGN DWG DRAWING DWGS DRAWINGS DWR.DRAWER (E)EXISTING EXIST.EXISTING E.A.EACH E.F.EACH FACE E.F.S.EXTERIOR FINISH SYSTEM E.I.F.S.EXTERIOR INSULATION FINISH SYSTEM E.J.EXPANSION JOINT EL.ELEVATION ELEC.ELECTRICAL ELEV.ELEVATOR EMER.EMERGENCY E.N.EDGE NAILING ENCL.ENCLOSURE ENGR.ENGINEER E.P.ELECTRICAL PANEL EQ.EQUAL EQUIP.EQUIPMENT E.S.EACH SIDE EVCS ELECTRIC VEHICLE CHARGING STATION EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT E-W EAST WEST E.W.EACH WAY EXP.EXPANSION EXPO.EXPOSED EXT.EXTERIOR F.A.FIRE ALARM F.D.FLOOR DRAIN F.D.C.FIRE DEPARTMENT CONNECTION FDN.FOUNDATION F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.F.FINISH FLOOR F.G.FINISH GRADE F.H.C.FIRE HOSE CABINET FIN.FINISH FLASH.FLASHING FLR.FLOOR FLOUR.FLUORESCENT F.O.FACE OF F.O.C.FACE OF CONCRETE F.O.F.FACE OF FINISH F.O.M.FACE OF MASONRY F.OPNG.FINISH OPENING F.O.S.FACE OF STUD F.O.W.FACE OF WALL FPRF.FIRE PROOFING F.R.FIRE RISER F.S.FAR SIDE FT.FOOT OR FEET FURR.FURRING FUT.FUTURE GA.GAUGE GALV.GALVANIZED GB.GRADE BEAM G.BAR.GRAB BAR GL.GLASS / GLAZING GLB.GLUE LAMINATED BEAM GND.GROUND GR.GRADE G.S.M.GALVANIZED SHEET METAL GYP.BD.GYPSUM BOARD H.B.HOSE BIBB H.C.HOLLOW CORE HDR.HEADER HDRK HARD ROCK HDWD.HARDWOOD HDWE.HARDWARE HEX.HEXAGONAL HGR.HANGER H.M.HOLLOW METAL HORIZ.HORIZONTAL HR.HOUR HSS HOLLOW STRUCTURAL SECTIONS H.S.A.HEADED STUD ANCHOR HT.HEIGHT I.B.C.INTERNATIONAL BUILDING CODE I.D.INSIDE DIAMETER I.F.INSIDE FACE IN.INCH INC.INCORPORATED INFO.INFORMATION INSUL.INSULATION INT.INTERIOR JAN.JANITOR JST.JOIST JT.JOIST LAB.LABORATORY LAM.LAMINATED LAV.LAVATORY LIN.LINEAR LKR.LOCKER L.L.LIVE LOAD LT.LIGHT LT.WT.LIGHT WEIGHT PC PIERCAP PERM.PERMANENT PERP.PERPENDICULAR PL.PLATE P.LAM.PLASTIC LAMINATE PLAS.PLASTER PLYWD PLYWOOD PR.PAIR PRCST.PRECAST PROJ.PROJECT P.S.F.POUNDS PER SQUARE FOOT P.S.I.POUNDS PER SQUARE INCH PT.POINT P.T.POST TENSION(ED) P.T.I.POST TENSION INSTITUTE P.T.D.PAPER TOWEL DISPENSER P.T.D/R PAPER TOWEL DISP. WITH RECEPTACLE PTL PRESSURE TREATED LUMBER PTN.PARTITION P.T.R.PAPER TOWEL RECEPTACLE Q.T.QUARRY TILE R. or RAD.RADIUS R.D.ROOF DRAIN REF.REFERENCE REFR.REFRIGERATOR REINF.REINFORCED REQ'D.REQUIRED RESIL.RESILIENT RGTR.REGISTER R.J.ROOF JOIST RM.ROOM R.O.ROUGH OPENING R.R.ROOF RAFTER RWD.REDWOOD R.W.L.RAIN WATER LEADER S.A.D.SEE ARCHITECTURAL DRAWINGS S.C.SOLID CORE S.C.D.SEAT COVER DISPENSER SCHED.SCHEDULE S.D.SOAP DISPENSER SEAONC STRUCTURAL ENGINEERS ASSOC. OF NORTHERN CALIFORNIA SECT.SECTION S.F.SOIL FACE SH.SHELF SHR.SHOWER SHT.SHEET SHTG.SHEATHING SIM.SIMILAR S.N.D.SANITARY NAPKIN DISPENSER S.H.R.SANITARY NAPKIN RECEPTACLE S.O.G.SLAB ON GRADE SPECS.SPECIFICATIONS SQ.SQUARE SQ.FT.SQUARE FEET S.SK.SERVICE SINK S.S.SELECT STRUCTURAL S.STL.STAINLESS STEEL STA.STATION STAG.STAGGER(ED) STD.STANDARD STL.STEEL STOR.STORAGE STRL.STRUCTURAL SUSP.SUSPENDED SYM.SYMMETRICAL CENTERLINECL T TREAD T.B.TOWEL BAR T.B.D.TO BE DETERMINED TEL.TELEPHONE TER.TERRAZZO T&G TONGUE AND GROOVE THK.THICK THRSH.THRESHOLD T.O.B.TOP OF BEAM T.O.C.TOP OF CURB T.O.CON.TOP OF CONCRETE T.O.F.TOP OF FOOTING T.O.P.TOP OF PAVEMENT T.O.PR.TOP OF PIER T.O.S.TOP OF SLAB T.O.STL.TOP OF STEEL TOT.TOTAL T.O.W.TOP OF WALL T.P.D.TOILET PAPER DISPENSER T.V.TELEVISION TYP.TYPICAL U.B.C.UNIFORM BUILDING CODE UNF.UNFINISHED UNO UNLESS NOTED OTHERWISE UR.URINAL VERT.VERTICAL VEST.VESTIBULE w/WITH W.C.WATER CLOSET WD.WOOD W.E.J.WALL EXPANSION JOINT w/o WITHOUT WP.WATERPROOF W.P.J.WEAKENED PLANE JOINT W.P.M.WATER PROOFING MEMBRANE WS.WEATHER STRIPPED WSCT.WAINSCOT W.S.P.WET STAND PIPE WT.WEIGHT W.W.R.WELDED WIRE REINFORCEMENT X.STR.EXTRA STRONG O.A.OVERALL OBS OBSCURE o/c ON CENTER O.D.OUTSIDE DIAMETER O.F.OUTSIDE FACE OFF.OFFICE O.H.OPPOSITE HAND OPNG.OPENING OPP.OPPOSITE ORIG.ORIGINAL OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT MATL.MATERIAL MAX.MAXIMUM M.B.MACHINE BOLT M.C.MEDICINE CABINET M.D.MID DEPTH MECH.MECHANICAL MEMB.MEMBRANE MFR.MANUFACTURER MH.MANHOLE MIN.MINIMUM MIR.MIRROR MISC.MISCELLANEOUS MIXT.MIXTURE MOB MEDICAL OFFICE BUILDING M.S.MIDDLE STRIP MTD.MOUNTED MTL.METAL MUL.MULLION (N)NEW N.I.C.NOT IN CONTRACT NOM NOMINAL NO. or #NUMBER N-S NORTH-SOUTH N.T.S.NOT TO SCALE K.KIP (1,000 LBS) K/FT KIPS PER FOOT KIT.KITCHEN GENERAL NOTES 1. SCOPE OF DOCUMENTS: THESE PLANS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE TYPE OF STRUCTURAL SYSTEM. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. THE WORK: ALL CONSTRUCTION AND MATERIALS SHALL BE SPECIFIED AND CONSTRUCTED AS REQUIRED BY THE LATEST EDITION OF THE IBC, STATE AND LOCAL CODES AND AUTHORITIES, AND THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR: A. SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE. B. SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. C. SHALL DO ALL CUTTING , FITTING OR PATCHING OF IS WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY, AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 4. THE JOB SITE: A. SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB- CONTRACTOR, IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK, SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. B. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. 5. SUBMITTALS: NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. 6. DIMENSIONS: A. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. B. ALL DIMENSIONS ARE TO THE FACE OF FINISH UNLESS NOTED OTHERWISE. 7. EXITS: ALL REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS REQUIRED BY CODE. 8. FURRING: WHERE LARGER STUDS OR FURRINGS ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. 9. ELEVATORS: ALL ELEVATORS SHALL MEET THE REQUIREMENTS OF C.C.R.,TITLE 8, ELEVATOR SAFETY ORDERS. 10. ACCESSIBILITY REQUIREMENTS: SHALL BE AS PRESCRIBED BY THE CALIFORNIA CODE OF REGULATIONS, TITLE 24 (ARCHITECTURAL BARRIER LAWS) AND THE AMERICANS WITH DISABILITIES ACT. 11. THE AMERICANS WITH DISABILITIES ACT. (A.D.A.): IS SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THESE PLANS AND ANY ACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENT THE DESIGNER'S OPINION REGARDING ITS INTERPRETATION OF THE A.D.A. AS IT APPLIES TO THE SUBJECT PROJECT, BUT IS NOT IN ANY WAY A WARRANTY OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY OR ALL POSSIBLE INTERPRETATIONS OF THE A.D.A. BY OTHERS. 12. DISCREPANCIES: SHOULD A DISCREPANCY THAT AFFECTS ANY WORK APPEAR IN THE SPECIFICATIONS, PLANS, OR WORK DONE BY OTHERS AS PART OF THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT AT ONCE FOR CLARIFICATION. SHOULD A CONFLICT OCCUR IN OR BETWEEN PLANS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ON CONTRACT DOCUMENTS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS. DEFERRED SUBMITTAL ITEMS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND COORDINATING DESIGN AND DETAILING OF THE FOLLOWING PRE-ENGINEERED SYSTEMS, INCLUDING CONNECTIONS TO THE BUILDING STRUCTURE. THE CONTRACTOR SHALL SUBMIT DRAWINGS AND CALCULATIONS STAMPED BY A CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER TO THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION AND ERECTION. DEFERRED ITEMS INCLUDE BUT ARE NOT LIMITED TO: 1. ELEVATORS 2. MISCELLANEOUS METAL RAILS 3. METAL STUD WALL SYSTEMS 4. METAL STAIRS 5. FIRE SPRINKLERS SYSTEMS 6. CABLE RAILS 5 4 SA N F R A NC I S C O C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 12" = 1'-0"3/21/2022 1:50:05 PM21-144 SOUTH PARKING - PROJECT DATA SHEET ENT A.PS-001 03/04/2021 1300 BAYSHORE BURLINGAME, CA GENERAL SYMBOLS INTERIOR ELEVATION CONCRETE WALL/COLUMN CMU WALL CONC. UPTURNED BEAM RAIL (CONCRETE, CMU) METAL RAIL RAISED CONCRETE CURB/WASH CABLE RAIL PRECAST WALL/COLUMN METAL STUD WALL METAL STUD WALL OVER RAIL (CONCRETE, CMU) X1.1 X X X XN1 X1.1 SIM LEVEL A GRID LINE DETAIL/BUILDING SECTION CUT DETAIL IDENTIFICATION LIMIT OF DETAIL/SECTION SHEET WHERE DETAIL/SECTION IS DRAWN INDICATES DATUM LINE X1.1 1 SHEET WHERE ELEVATION IS DRAWN TRUE NORTH REFERENCE NORTH DETAIL IDENTIFICATION ELEVATION SHEET WHERE ELEVATION IS DRAWN DETAIL IDENTIFICATION VICINITY MAP NSITE LOCATION DESIGN-BUILD CONTRACTOR DEVCON CONSTRUCTION 690 GIBRALTAR DRIVE, MILPITAS, CA 95035 PHONE 1-408-466-9146 ANDY SCHATZMAN, SENIOR VICE PRESIDENT KRISSY SCHREIBER, SENIOR PROJECT MANAGER DESIGN CONSULTANTS CIVIL: BKF 255 SHORELINE DRIVE, SUITE 200 REDWOOD CITY, CA 94065 PHONE 1-650-482-6453 PATRICK CONNORS, PROJECT MANAGER ARCHITECT: WRNS STUDIO 501 SECOND STREET, SUITE 402 SAN FRANCISCO, CA 94107 PHONE 1-415-489-2224 SAM NUNES, PARTNER IN CHARGE BEN MICKUS, PROJECT LEAD SUSTAINABILITY/LEED: WRNS STUDIO 501 SECOND STREET, SUITE 402 SAN FRANCISCO, CA 94107 PHONE PAULINE SOUZA, DIRECTOR OF SUSTAINABILITY PARKING: WATRY DESIGN INC. 2099 GATEWAY PL, SUITE 550 SAN JOSE, CA 95110 PHONE 1-833-917-PARK FAX 1-408-532-5004 JESS MCINERNEY, PRINCIPAL STRUCTURAL ENGINEER: WATRY DESIGN INC. 2099 GATEWAY PL, SUITE 550 SAN JOSE, CA 95110 PHONE 1-833-917-PARK FAX 1-408-532-5004 JESS MCINERNEY, PRINCIPAL MECHANICAL: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 CHRIS MCHUGH, MECHANICAL ENGINEER III ELECTRICAL: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 ROBERT SMITH, ASSOCIATE PRINCIPAL PLUMBING: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 ERICA KRAM, SENIOR ASSOCIATE FIRE ALARM: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 ROBERT SMITH, ASSOCIATE PRINCIPAL FIRE PROTECTION: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-15-544-7500 ERICA FRAM, SENIOR ASSOCIATE LANDSCAPING: CMG LANDSCAPE ARCHITECTURE 444 BRYANT STREET SAN FRANCISCO, CA 94107 PHONE 1-415-495-3070 JUSTIN AFF, PROJECT MANAGER/ASSOCIATE ELEVATOR: EWCG 102 E. BLITHEDALE AVE., SUITE 1 MILL VALLEY, CA 94941 PHONE 1-415-388-1880 ALLEN WILLIAMS, CHAIRMAN PROJECT OWNER DIVCO WEST 301 HOWARD STREET, SUITE 2100, SAN FRANCISCO, CA 94105 PHONE 1-248-961-5664 MARK JOHNSON, DIRECTOR OF DEVELOPMENT VIRGINIA CALKINS, DEVELOPMENT WOODSTOCK DEVELOPMENT 1350 OLD BAYSHORE HWY, SUITE 355 BURLINGAME, CA 94010 PHONE 1-650-579-1901 KIRK SYME, PRESIDENT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 12" = 1'-0"3/21/2022 1:50:12 PM21-144 SOUTH PARKING - PROJECT DATA SHEET ENT A.PS-002 03/04/2021 1300 BAYSHORE BURLINGAME, CA DN UP DNUP RAMP UP RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN CODE DATA GOVERNING CODES: A. 2019 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 2. B. 2019 CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 3. C. 2019 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 4. D. 2019 CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 5. E. 2019 CALIFORNIA FIRE CODE (CFC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 9. F. 2019 CALIFORNIA ENERGY, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24 PART 6 G. ADAAG ADA ACCESSIBILTY GUIDELINES H. CITY OF BURLINGAME MUNICIPAL CODE EXITING DIAGRAMS 1. 2019 C.B.C. SECTION 1017, TABLE 1017.2 "EXIT TRAVEL DISTANCE" S2 OCCUPANCY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THE MAXIMUM TRAVEL DISTANCE IS 400' S2 OCCUPANCY WITHOUT AN AUTOMATIC SPRINKLER SYSTEM THE MAMIMUM TRAVEL DISTANCE IS 300' FIRE RATINGS LEGEND 1-HR. 2-HR. 3-HR. 4-HR. EXITING LEGEND ACTUAL TRAVEL DISTANCE DIAGONAL DISTANCE DISTANCE BETWEEN EXITS DIA G O N A L DIS T A N C E = 33 5.4 2' 1/3 DIA G O N A L DIS T A N C E = 11 1.8'D IS T A N C E B E T W E E N E X IT S = 3 2 4 .9 2 ' > 1 1 1 .8 'T O T A L T R A V E L D I S T A N C E = 2 0 9 .0 8 ' TOTAL TRAVEL DISTANCE = 214.25' CODE SECTIONS CODE SUMMARY AUTOMATIC SPRINKLER SYSTEM - SEC. 903 TYPE - CLOSED GARAGE NOTES YES OCCUPANCY TYPE(S) - CHAPTER 3 S-2 PARKING GARAGE (CLOSED, PER 406.6) OPENNESS - 406.5.2 CONSTRUCTION TYPE(S) - CHAPTER 4, 5 AND 6 IB TABLES 406.5.4, 601 AND 602 ALLOWABLE HEIGHT (IN TIERS) - TABLE 406.5.4 N/A ELEVATOR TOWERS - UNLIMITED IN HEIGHT IF NC (SECTION 504.3 EXCEPTION). ALLOWABLE HEIGHT INCREASE (IN TIERS), FOR OPEN PARKING STRUCTURES - SECT. 406.5.5 N/A BASE ALLOWABLE AREA PER TIER 237,000 SQ. FT. (SEC. & TABLE 506.2) ACTUAL AREA (LARGEST TIER)51,100 SQ. FT. ALLOWABLE AREA INCREASE PER TIER N/A ACTUAL TOTAL AREA 90,000 SQ. FT. BUILDING ELEMENTS F.R. REQUIREMENTS - TABLE 601 STRUCTURAL FRAME BEARING WALLS – EXTERIOR BEARING WALLS - INTERIOR NON-BEARING WALLS AND PARTITIONS – EXTERIOR NON-BEARING WALLS AND PARTITIONS – INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION EXTERIOR WALLS F.R. REQUIREMENTS- TABLE 602 BASED ON CONSTRUCTION TYPE EXTERIOR WALLS AND PARTITIONS: OPENINGS (UNPROTECTED, SPRINKLERED) – MAXIMUM AREA OF EXTERIOR WALL OPENINGS, SECTION AND TABLE 705.8. BASED ON DISTANCE AND SPRINKLERS (SEE TABLE FOOTNOTE G.) SHAFT ENCLOSURES (BOTH STAIRS AND ELEVATORS)STAIRS - 1HR ELEVATOR - NOT REQUIRED SEE SECTIONS 406.5.9, 712.1.10.2 AND 1019.3.6 OCC. LOAD - TABLE 1004.5 EXITS REQUIRED - TABLE 1006.3.2 EXITS PROVIDED WIDTH REQUIRED- PER SECTION 1005.3.1 & 1005.3.2 STAIRS: OCC. X 0.3 = TOTAL INCHES (48” MIN. CLEAR OF HANDRAIL, WHEN CONSIDERED TO BE A PART OF AN ACCESSIBLE MEANS OF EGRESS, PER 1009.3. 44” MIN. CLEAR, WHEN CONSIDERED TO BE PART OF AN ACCESSIBLE MEANS OF EGRESS, PER 1009.3, EXCEPT. #2, WHEN THE BUILDING IS SPRINKLERED.) OTHER THAN STAIRS: OCC. X 0.2 = TOTAL INCHES (32” MIN. CLEAR WIDTH, 1010.1.1 AND PER 11B-404, DOORS, DOORWAYS AND GATES.) WIDTH PROVIDED TYPE - OPEN GARAGE YES S-2 PARKING GARAGE (OPEN, PER 406.5) IB 12 TIERS N/A UNLIMITED (TABLE 406.5.4) 51,300 SQ. FT. N/A 505,200 SQ. FT. 2 HR 2 HR 2 HR SEE REQUIREMENTS BELOW 0 HR 2 HR 1 HR 1 HR, <5’ 1 HR, 5’≤ x <10’ 1 HR, 10’≤ x <30’ NR, ≥ 30’ NOT PERMITTED <3’ 15%, 3’≤ x <5’ 25%, 5’≤ x <10’ UNLIMITED, ELSEWHERE NOT REQUIRED 51,300/200 = 256.5 (TIER w/ LARGEST FLOOR AREA) 2 2 STAIRS: 256.5 x 0.3 = 77” 50% OF 77” = 38.5” OTHER THAN STAIRS: 256.5 x 0.20 = 51.3” 50% OF 51.3” = 25.65” STAIRS: 2 x 54” = 108” OTHER THAN STAIRS: 65" + 115" + 99" + 88" = 367" MAXIMUM ALLOWABLE TOTAL AREA N/AN/A ACTUAL AREA TO ALLOWABLE AREA RATIO N/AN/A ACTUAL HEIGHT (IN TIERS)N/A10 TIERS GRADE PLANE - CHAPTER 2 DEFINITION N/A11.5' DIA G O N A L DIS T A N C E = 3 3 5.4 2' 1/3 DIA G O N A L DIS T A N C E = 1 1 1.8' T O T A L T R A V E L D I S T A N C E = 2 0 5 .1 7 ' TOTAL TRAVEL DISTANCE = 208.17' D IS T A N C E B E T W E E N E X IT S = 3 1 8 .5 ' > 1 1 1 .8 '5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC As indicated 3/21/2022 1:50:17 PM21-144 SOUTH PARKING - CODE SUMMARY ENT A.PS-003 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/32" = 1'-0" TYPICAL LEVEL EXITING DIAGRAM 1/32" = 1'-0" FIRST LEVEL EXITING DIAGRAM 195'217'134' 252' 56' 191' 56' S 01 S01 S 03 S 03 S02 S 02 S 04 S 17 S 17 S 40 S 21 S 21 S 20 S 20 S 37 S 37 S42 S26 S 19S 08 S 07 S07 S 09 S11 S 14 S14 S 18 S22 S 22 S22 S 42 T E N A N T S P A C E C Y C L E C E N T E R C Y C L E C E N T E R L O B B Y T E N A N T S P A C E L O B B Y R E T AIL/F & B C Y C L E C E N T E R L O B B Y (E) C O M M E R CIAL O FFIC E B UIL DIN G 3 B UIL DIN G 1CENTER SERVICE ROADSOUTH SERVICE ROADE A S T O N C R E E K E A S T O N C R E E K O L D B A Y S H O R E HIG H W A Y U S -1 0 1 - B A Y S H O R E F R E E WA Y DN UP DN UP UP RAMPUPRAMPUPRAMPDNRAMPUPRAMPDN11'-6"LEVEL 02 TOTAL LEVEL 01 105 1436 9 22 134 1787 35 35* LEVEL LEVEL 04 PARKING STALL SUMMATION ACCESSIBLE (9'-0"x18'-0")TOTAL STANDARD (8'-6"x18'-0") PUBLIC ACCESS (8'-6"x18'-0") LEVEL 03 LEVEL B1 LEVEL B2 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 10% EV - DAY ONE: 1787 * 10% = 179 EV STALLS 10% FUTURE EV: 179 EV STALLS 138138 147 115 115 113 102 71 145 101 0 00 0 3 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 155 150 138 156 110 595,200 SQ. FOOTAGE 38,900 333 SQ. FT./STALL 31843,900 328 354 VAN ACCESSIBLE (9'-0"x18'-0") EVCS (8'-6"x18'-0") EV VAN ACCESSIBLE (12'-0"x18'-0") 3 6 0 0 1 2 0 0 0 0 0 0 0 EV ACCESSIBLE (9'-0"x18'-0") EV AMBULATORY (10'-0"x18'-0") 166 5 3 5 0 0 0 21 24 35 35 35 16 0 0 0 5 2 2 0 0 0 000 0 0 0 310 0 0 0 000 0 0 0 000 0 0 0 000 000 342 370 381 150 331 161 162 51,300 51,100 319 317 COMPACT (8'-0"x17'-0") 0 8 11 11 14 8 9 11 2 8 104 51,100 51,100 51,300 51,300 51,300 51,300 51,300 51,300 5 5 PUBLIC ACCESS COMPACT (8'-0"x17'-0") 0 0 0 0 0 0 0 0 0 0 0 *FOR 40 PUBLIC ACCESS STALLS: 1 ADA, 1 VAN ADA, 1 EV VAN, & 2 STANDARD EV STALLS ARE REQUIRED 11 134 11 161 161 161 319 319 319 5 4 SA N F R A NC I S C O C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC As indicated 3/21/2022 2:52:48 PM21-144 SOUTH PARKING - SITE PLAN & STALL COUNT ENT A.PS-010 03/04/2021 1300 BAYSHORE BURLINGAME, CA 195'217'134' 252' 56' 191' 56' 190' S 01 S 01 S 01 S 03 S 03 S 02 S02 S02 S05 S 04 S17 S17 S 40 S 21 S 21 S 20 S 20 S 37 S 37 S42 S26 S19S 08 S07 S 09 S11 S 14 S14 S 14 S 18 S22 S 22 S22 S 42 T E N A N T S P A C E C Y C L E C E N T E R C Y C L E C E N T E R L O B B Y T E N A N T S P A C E L O B B Y R E T AIL/F & B C Y C L E C E N T E R L O B B Y (E) C O M M E R CIAL O FFIC E B UIL DIN G 3 B UIL DIN G 1CENTER SERVICE ROADSOUTH SERVICE ROADE A S T O N C R E E K E A S T O N C R E E K SAN FRANCI SCO BAYO L D B A Y S H O R E HIG H W A Y DN UP DN UP UP RAMPUPRAMPUPRAMPDNRAMPDN11'-6"5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 40'-0"3/21/2022 1:50:31 PM21-144 SOUTH PARKING - SITE EGRESS PLAN ENT A.PS-011 03/04/2021 1300 BAYSHORE BURLINGAME, CA RAMP UP RAMP UP A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 SHAFT FIRE WATER TANK 8'-2"1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"1'-6"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"292'-9"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:50:11 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL B2 ENT A.PS-1B2 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL B2 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 SHAFT FIRE WATER TANK 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"294'-3"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:50:10 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL B1 ENT A.PS-1B1 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL B1 PARKING PLAN N S04SOUTH SERVICE ROAD RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 1'-0"62'-3"62'-6"62'-3"1'-0"189'-0"SHAFT 5.5% 5.5% 17'-3"1'-9"13'-9"16'-9"13'-0"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-0"16'-7"18'-5"14'-9"1'-0" DRIVE AISLE 24'-3" 6.0% 6.0% DRIVE AISLE 24'-3" Not Enclosed PARKING 11'-6" 11.50 11.50 VAN VAN EVCS VAN EVCS ACC EVCS ACC EVCS ACC EVCS VAN EVCS ACC EVCS ACC EVCS AMB FIRE PUMP ROOM EVCS AMB ELEC. PIPE CHASE 294'-3" VAN FUEL OIL FILL PORT STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:50:38 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 1 ENT A.PS-101 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 01 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 PG&E SWITCHVAULT SHAFT MV EQUIPMENT ROOM EM ELEC. ROOM ELEC.DRIVE AISLE24'-0"DRIVE AISLE 24'-0" 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"DRIVE AISLE 24'-0" 293'-9"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:50:46 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 2 ENT A.PS-102 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 02 PARKING PLAN N S25S25SOUTH SERVICE ROAD RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 6.0% 6.0%1'-0"62'-3"62'-6"62'-3"1'-0"17'-3"15'-6"16'-9"13'-0"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"18'-6"13'-0"16'-7"18'-5"14'-9"1'-0" 293'-9" DRIVE AISLE 24'-0"DRIVE AISLE 24'-0"UPDNUPDNVAN ACC. EVCS AMB VAN EVCS AMB EVCS AMB 189'-0"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:00 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 3 ENT A.PS-103 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 03 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"DRIVE AISLE 24'-3" DRIVE AISLE 24'-0" 293'-9"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:11 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 4 ENT A.PS-104 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 04 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"293'-9"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:18 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 5 ENT A.PS-105 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 05 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"293'-9"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:24 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 6 ENT A.PS-106 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 06 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"293'-9"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:30 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 7 ENT A.PS-107 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 07 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"293'-9"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:36 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 8 ENT A.PS-108 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 08 PARKING PLAN N RAMP UP RAMP DN RAMP UP RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:43 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 9 ENT A.PS-109 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 09 PARKING PLAN N RAMP DN RAMP DN A 18 1 ENT A.PS-331 1 ENT A.PS-331 2 ENT A.PS-331 2 ENT A.PS-331 B 17161 C D 15141312111098765432 24'-0" 1'-0" 14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3"1'-6"189'-0"1'-0"62'-3"62'-6"62'-3"1'-0"294'-3"STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT STANDARD COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:51:46 PM21-144 SOUTH PARKING - FLOOR PLAN - LEVEL 10 ENT A.PS-110 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0" LEVEL 10 PARKING PLAN N 03/24/2022 03/24/2022 LEVEL 01 18 LEVEL 02 LEVEL 03 LEVEL 04 1716115141312111098765432 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 1'-0"14'-9" 18'-5" 16'-7" 13'-0" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 18'-6" 13'-0" 16'-9" 15'-6" 17'-3" 1'-6" 294'-3"4'-0"10'-6"10'-6"10'-6"10'-6"10'-6"11'-6"11'-6"11'-6"11'-6"10'-6"10'-6"LEVEL B1 LEVEL B2 EL= 11.50' EL= 23.00' EL= 34.50' EL= 46.00' EL= 57.50' EL= 68.00' EL= 78.50' EL= 89.00' EL= 99.50' EL= 110.00' EL= 1.00' EL= -9.50'102'-6"21'-0"PED. RAMP NAVD88 OLD BAYSHORE EL= 0.00' EL= 10.00' NOTE: FOR BALANCE OF INFORMATION, SEE DETAIL (1/ENT A.PS-331) LEVEL 01 A LEVEL 02 LEVEL 03 LEVEL 04 B C D LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 10'-6"10'-6"10'-6"10'-6"10'-6"11'-6"11'-6"11'-6"11'-6"10'-6"10'-6"98'-6"21'-0"1'-0" 62'-3"62'-6"62'-3" 1'-0" LEVEL B1 LEVEL B2 189'-0"ZONING HEIGHT FROM FF LEVEL 1 TO TOP OF PARAPET114'-6"(OLD BAYSHORE+10' NAVD) TO HIGHEST OCCUPIED FLOOR (ROOF)100'-0"BUILDING/FIRE DEPT. HEIGHT FROM LOWEST LEVEL OF FD ACCESSNAVD88 FAA HEIGHT FROM NAVD88 TO TOP OF PARAPET126'-0"OLD BAYSHORE EL= 110.00' EL= 99.50' EL= 89.00' EL= 78.50' EL= 68.00' EL= 57.50' EL= 46.00' EL= 34.50' EL= 23.00' EL= 11.50' EL= 0.00' EL= -9.50' EL= 1.00' EL= 10.00' 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:52:00 PM21-144 SOUTH PARKING - SECTIONS ENT A.PS-331 03/04/2021 1300 BAYSHORE BURLINGAME, CA 1/16" = 1'-0"ENT A.PS-331 2 LONGITUDINAL SECTION 1/16" = 1'-0"ENT A.PS-331 1 TRANSVERSE SECTION 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 5 4 SAN FRANCISCO CALIFORNIA 94107 415.489.2224 TEL 415.358.9100 FAX WWW W.RNSSTUDIO.OCM 01 SECOND STREET TH LF ORO STE., 402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 3/3/2022 5:56:38 PM20045.00 NORTH PARKING - COVER ENT A.PN-000 03/04/2022 1200-1340 OLD BAYSHORE HIGHWAY Burlingame, CA 94010 NORTH PARKING STRUCTURE 03/24/2022 ABBREVIATIONS &AND @ AT A.B.ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ACOUS.ACOUSTICAL A.D.AREA DRAIN ADD.ADDITION ADJ.ADJUSTABLE A.E.D.AUTOMATED EXTERNAL DEFIBRILLATOR A.F.F.ABOVE FINISH FLOOR AGGR.AGGREGATE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AL.ALUMINUM ALT.ALTERNATE ANNLD.ANNEALED APPROX.APPROXIMATELY ARCH.ARCHITECTURAL ASPH.ASPHALT ASSN.ASSOCIATION ASTM AMERICAN STANDARDS FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BET.BETWEEN BIT.BITUMINOUS BLDG.BUILDING BLK.BLOCK BLKG.BLOCKING BM.BEAM BOT.BOTTOM BR.BRACE BR.DN.BRACE DOWN CAB CABINET CBC CALIFORNIA BUILDING CODE C.B.CATCH BASIN CEM.CEMENT CER.CERAMIC C.G.CORNER GUARD C.G.S.CENTER GRAVITY STEEL C.I.CAST IRON C.I.P.CAST IN PLACE C.J.CONSTRUCTION JOINT CLG.CEILING CLKG.CAULKING CLO.CLOSET CLR.CLEAR CMU CONCRETE MASONRY UNIT CNTR.COUNTER CO.COMPANY COEF.COEFFICIENT C.O.CHANGE ORDER COL.COLUMN COM.COMMON CONC.CONCRETE CONN.CONNECTION CONST.CONSTRUCTION CONT.CONTINUOUS CONTR.CONTRACTOR C.OPNG.CASED OPENING CORP.CORPORATION CORR. CORRIDOR CTR.CENTER CTSK.COUNTERSUNK CU.FT.CUBIC FOOT CU.IN.CUBIC INCH CU.YD.CUBIC YARD D.B.A.DEFORMED BAR ANCHOR DLB.DOUBLE DEPT.DEPARTMENT DET.DETAIL D.F.DRINKING FOUNTAIN DIA.DIAMETER DIAG.DIAGONAL DIM.DIMENSION DISP.DISPENSER DIV.DIVISION D.L.DEAD LOAD DN.DOWN DO.DITTO DR.DOOR DR.OPNG.DOOR OPENING DS.DOWN SPOUT DSGN.DESIGN DWG DRAWING DWGS DRAWINGS DWR.DRAWER (E)EXISTING EXIST.EXISTING E.A.EACH E.F.EACH FACE E.F.S.EXTERIOR FINISH SYSTEM E.I.F.S.EXTERIOR INSULATION FINISH SYSTEM E.J.EXPANSION JOINT EL.ELEVATION ELEC.ELECTRICAL ELEV.ELEVATOR EMER.EMERGENCY E.N.EDGE NAILING ENCL.ENCLOSURE ENGR.ENGINEER E.P.ELECTRICAL PANEL EQ.EQUAL EQUIP.EQUIPMENT E.S.EACH SIDE EVCS ELECTRIC VEHICLE CHARGING STATION EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT E-W EAST WEST E.W.EACH WAY EXP.EXPANSION EXPO.EXPOSED EXT.EXTERIOR F.A.FIRE ALARM F.D.FLOOR DRAIN F.D.C.FIRE DEPARTMENT CONNECTION FDN.FOUNDATION F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.F.FINISH FLOOR F.G.FINISH GRADE F.H.C.FIRE HOSE CABINET FIN.FINISH FLASH.FLASHING FLR.FLOOR FLOUR.FLUORESCENT F.O.FACE OF F.O.C.FACE OF CONCRETE F.O.F.FACE OF FINISH F.O.M.FACE OF MASONRY F.OPNG.FINISH OPENING F.O.S.FACE OF STUD F.O.W.FACE OF WALL FPRF.FIRE PROOFING F.R.FIRE RISER F.S.FAR SIDE FT.FOOT OR FEET FURR.FURRING FUT.FUTURE GA.GAUGE GALV.GALVANIZED GB.GRADE BEAM G.BAR.GRAB BAR GL.GLASS / GLAZING GLB.GLUE LAMINATED BEAM GND.GROUND GR.GRADE G.S.M.GALVANIZED SHEET METAL GYP.BD.GYPSUM BOARD H.B.HOSE BIBB H.C.HOLLOW CORE HDR.HEADER HDRK HARD ROCK HDWD.HARDWOOD HDWE.HARDWARE HEX.HEXAGONAL HGR.HANGER H.M.HOLLOW METAL HORIZ.HORIZONTAL HR.HOUR HSS HOLLOW STRUCTURAL SECTIONS H.S.A.HEADED STUD ANCHOR HT.HEIGHT I.B.C.INTERNATIONAL BUILDING CODE I.D.INSIDE DIAMETER I.F.INSIDE FACE IN.INCH INC.INCORPORATED INFO.INFORMATION INSUL.INSULATION INT.INTERIOR JAN.JANITOR JST.JOIST JT.JOIST LAB.LABORATORY LAM.LAMINATED LAV.LAVATORY LIN.LINEAR LKR.LOCKER L.L.LIVE LOAD LT.LIGHT LT.WT.LIGHT WEIGHT PC PIERCAP PERM.PERMANENT PERP.PERPENDICULAR PL.PLATE P.LAM.PLASTIC LAMINATE PLAS.PLASTER PLYWD PLYWOOD PR.PAIR PRCST.PRECAST PROJ.PROJECT P.S.F.POUNDS PER SQUARE FOOT P.S.I.POUNDS PER SQUARE INCH PT.POINT P.T.POST TENSION(ED) P.T.I.POST TENSION INSTITUTE P.T.D.PAPER TOWEL DISPENSER P.T.D/R PAPER TOWEL DISP. WITH RECEPTACLE PTL PRESSURE TREATED LUMBER PTN.PARTITION P.T.R.PAPER TOWEL RECEPTACLE Q.T.QUARRY TILE R. or RAD.RADIUS R.D.ROOF DRAIN REF.REFERENCE REFR.REFRIGERATOR REINF.REINFORCED REQ'D.REQUIRED RESIL.RESILIENT RGTR.REGISTER R.J.ROOF JOIST RM.ROOM R.O.ROUGH OPENING R.R.ROOF RAFTER RWD.REDWOOD R.W.L.RAIN WATER LEADER S.A.D.SEE ARCHITECTURAL DRAWINGS S.C.SOLID CORE S.C.D.SEAT COVER DISPENSER SCHED.SCHEDULE S.D.SOAP DISPENSER SEAONC STRUCTURAL ENGINEERS ASSOC. OF NORTHERN CALIFORNIA SECT.SECTION S.F.SOIL FACE SH.SHELF SHR.SHOWER SHT.SHEET SHTG.SHEATHING SIM.SIMILAR S.N.D.SANITARY NAPKIN DISPENSER S.H.R.SANITARY NAPKIN RECEPTACLE S.O.G.SLAB ON GRADE SPECS.SPECIFICATIONS SQ.SQUARE SQ.FT.SQUARE FEET S.SK.SERVICE SINK S.S.SELECT STRUCTURAL S.STL.STAINLESS STEEL STA.STATION STAG.STAGGER(ED) STD.STANDARD STL.STEEL STOR.STORAGE STRL.STRUCTURAL SUSP.SUSPENDED SYM.SYMMETRICAL CENTERLINECL T TREAD T.B.TOWEL BAR T.B.D.TO BE DETERMINED TEL.TELEPHONE TER.TERRAZZO T&G TONGUE AND GROOVE THK.THICK THRSH.THRESHOLD T.O.B.TOP OF BEAM T.O.C.TOP OF CURB T.O.CON.TOP OF CONCRETE T.O.F.TOP OF FOOTING T.O.P.TOP OF PAVEMENT T.O.PR.TOP OF PIER T.O.S.TOP OF SLAB T.O.STL.TOP OF STEEL TOT.TOTAL T.O.W.TOP OF WALL T.P.D.TOILET PAPER DISPENSER T.V.TELEVISION TYP.TYPICAL U.B.C.UNIFORM BUILDING CODE UNF.UNFINISHED UNO UNLESS NOTED OTHERWISE UR.URINAL VERT.VERTICAL VEST.VESTIBULE w/WITH W.C.WATER CLOSET WD.WOOD W.E.J.WALL EXPANSION JOINT w/o WITHOUT WP.WATERPROOF W.P.J.WEAKENED PLANE JOINT W.P.M.WATER PROOFING MEMBRANE WS.WEATHER STRIPPED WSCT.WAINSCOT W.S.P.WET STAND PIPE WT.WEIGHT W.W.R.WELDED WIRE REINFORCEMENT X.STR.EXTRA STRONG O.A.OVERALL OBS OBSCURE o/c ON CENTER O.D.OUTSIDE DIAMETER O.F.OUTSIDE FACE OFF.OFFICE O.H.OPPOSITE HAND OPNG.OPENING OPP.OPPOSITE ORIG.ORIGINAL OSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT MATL.MATERIAL MAX.MAXIMUM M.B.MACHINE BOLT M.C.MEDICINE CABINET M.D.MID DEPTH MECH.MECHANICAL MEMB.MEMBRANE MFR.MANUFACTURER MH.MANHOLE MIN.MINIMUM MIR.MIRROR MISC.MISCELLANEOUS MIXT.MIXTURE MOB MEDICAL OFFICE BUILDING M.S.MIDDLE STRIP MTD.MOUNTED MTL.METAL MUL.MULLION (N)NEW N.I.C.NOT IN CONTRACT NOM NOMINAL NO. or #NUMBER N-S NORTH-SOUTH N.T.S.NOT TO SCALE K.KIP (1,000 LBS) K/FT KIPS PER FOOT KIT.KITCHEN GENERAL NOTES 1. SCOPE OF DOCUMENTS: THESE PLANS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE TYPE OF STRUCTURAL SYSTEM. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 2. THE WORK: ALL CONSTRUCTION AND MATERIALS SHALL BE SPECIFIED AND CONSTRUCTED AS REQUIRED BY THE LATEST EDITION OF THE IBC, STATE AND LOCAL CODES AND AUTHORITIES, AND THE CONTRACT DOCUMENTS. 3. THE CONTRACTOR: A. SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE. B. SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. C. SHALL DO ALL CUTTING , FITTING OR PATCHING OF IS WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY, AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. 4. THE JOB SITE: A. SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB- CONTRACTOR, IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK, SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. B. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. 5. SUBMITTALS: NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. 6. DIMENSIONS: A. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. B. ALL DIMENSIONS ARE TO THE FACE OF FINISH UNLESS NOTED OTHERWISE. 7. EXITS: ALL REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS REQUIRED BY CODE. 8. FURRING: WHERE LARGER STUDS OR FURRINGS ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. 9. ELEVATORS: ALL ELEVATORS SHALL MEET THE REQUIREMENTS OF C.C.R.,TITLE 8, ELEVATOR SAFETY ORDERS. 10. ACCESSIBILITY REQUIREMENTS: SHALL BE AS PRESCRIBED BY THE CALIFORNIA CODE OF REGULATIONS, TITLE 24 (ARCHITECTURAL BARRIER LAWS) AND THE AMERICANS WITH DISABILITIES ACT. 11. THE AMERICANS WITH DISABILITIES ACT. (A.D.A.): IS SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THESE PLANS AND ANY ACCOMPANYING SPECIFICATIONS ("PLANS") REPRESENT THE DESIGNER'S OPINION REGARDING ITS INTERPRETATION OF THE A.D.A. AS IT APPLIES TO THE SUBJECT PROJECT, BUT IS NOT IN ANY WAY A WARRANTY OR GUARANTEE THAT SAID PLANS COMPLY WITH ANY OR ALL POSSIBLE INTERPRETATIONS OF THE A.D.A. BY OTHERS. 12. DISCREPANCIES: SHOULD A DISCREPANCY THAT AFFECTS ANY WORK APPEAR IN THE SPECIFICATIONS, PLANS, OR WORK DONE BY OTHERS AS PART OF THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT AT ONCE FOR CLARIFICATION. SHOULD A CONFLICT OCCUR IN OR BETWEEN PLANS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ON CONTRACT DOCUMENTS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS. DEFERRED SUBMITTAL ITEMS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND COORDINATING DESIGN AND DETAILING OF THE FOLLOWING PRE-ENGINEERED SYSTEMS, INCLUDING CONNECTIONS TO THE BUILDING STRUCTURE. THE CONTRACTOR SHALL SUBMIT DRAWINGS AND CALCULATIONS STAMPED BY A CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER TO THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION AND ERECTION. DEFERRED ITEMS INCLUDE BUT ARE NOT LIMITED TO: 1. ELEVATORS 2. MISCELLANEOUS METAL RAILS 3. METAL STUD WALL SYSTEMS 4. METAL STAIRS 5. FIRE SPRINKLERS SYSTEMS 6. CABLE RAILS 5 4 SA N F R A NC I S C O C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OCM 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 12" = 1'-0"3/21/2022 1:56:10 PM21-144 NORTH PARKING - PROJECT DATA SHEET ENT A.PN-001 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA VICINITY MAP N SITE LOCATION 0101 ELEC. 0101 INDICATES LEVEL INDICATES DOOR NUMBER INDICATES ROOM NAME INDICATES ROOM NUMBER DOOR AND ROOM TAGS INDICATES LEVEL GENERAL SYMBOLS INTERIOR ELEVATION CONCRETE WALL/COLUMN CMU WALL CONC. UPTURNED BEAM RAIL (CONCRETE, CMU) METAL RAIL RAISED CONCRETE CURB/WASH CABLE RAIL PRECAST WALL/COLUMN METAL STUD WALL METAL STUD WALL OVER RAIL (CONCRETE, CMU) X1.1 X X X XN1 X1.1 SIM LEVEL A GRID LINE DETAIL/BUILDING SECTION CUT DETAIL IDENTIFICATION LIMIT OF DETAIL/SECTION SHEET WHERE DETAIL/SECTION IS DRAWN INDICATES DATUM LINE X1.1 1 SHEET WHERE ELEVATION IS DRAWN TRUE NORTH REFERENCE NORTH DETAIL IDENTIFICATION ELEVATION SHEET WHERE ELEVATION IS DRAWN DETAIL IDENTIFICATION PROJECT OWNER DIVCO WEST 301 HOWARD STREET, SUITE 2100, SAN FRANCISCO, CA 94105 PHONE 1-248-961-5664 MARK JOHNSON, DIRECTOR OF DEVELOPMENT VIRGINIA CALKINS, DEVELOPMENT WOODSTOCK DEVELOPMENT 1350 OLD BAYSHORE HWY, SUITE 355, BURLINGAME, CA 94010 PHONE 1-650-579-1901 KIRK SYME, PRESIDENT DESIGN CONSULTANTS CIVIL: BKF 255 SHORELINE DRIVE, SUITE 200 REDWOOD CITY, CA 94065 PHONE 1-650-482-6453 PATRICK CONNORS, PROJECT MANAGER ARCHITECT: WRNS STUDIO 501 SECOND STREET, SUITE 402 SAN FRANCISCO, CA 94107 PHONE 1-415-489-2224 SAM NUNES, PARTNER IN CHARGE BEN MICKUS, PROJECT LEAD SUSTAINABILITY/LEED: WRNS STUDIO 501 SECOND STREET, SUITE 402 SAN FRANCISCO, CA 94107 PHONE PAULINE SOUZA, DIRECTOR OF SUSTAINABILITY PARKING: WATRY DESIGN INC. 2099 GATEWAY PL, SUITE 550 SAN JOSE, CA 95110 PHONE 1-833-917-PARK FAX 1-408-532-5004 JESS MCINERNEY, PRINCIPAL STRUCTURAL ENGINEER: WATRY DESIGN INC. 2099 GATEWAY PL, SUITE 550 SAN JOSE, CA 95110 PHONE 1-833-917-PARK FAX 1-408-532-5004 JESS MCINERNEY, PRINCIPAL MECHANICAL: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 CHRIS MCHUGH, MECHANICAL ENGINEER III ELECTRICAL: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 ROBERT SMITH, ASSOCIATE PRINCIPAL PLUMBING: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 ERICA KRAM, SENIOR ASSOCIATE FIRE ALARM: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-415-544-7500 ROBERT SMITH, ASSOCIATE PRINCIPAL FIRE PROTECTION: PAE CONSULTING ENGINEERS 48 GOLDEN GATE AVENUE, SAN FRANCISCO, CA 94102 PHONE 1-15-544-7500 ERICA FRAM, SENIOR ASSOCIATE LANDSCAPING: CMG LANDSCAPE ARCHITECTURE 444 BRYANT STREET SAN FRANCISCO, CA 94107 PHONE 1-415-495-3070 JUSTIN AFF, PROJECT MANAGER/ASSOCIATE ELEVATOR: EWCG 102 E. BLITHEDALE AVE., SUITE 1 MILL VALLEY, CA 94941 PHONE 1-415-388-1880 ALLEN WILLIAMS, CHAIRMAN DESIGN-BUILD CONTRACTOR DEVCON CONSTRUCTION 690 GIBRALTAR DRIVE, MILPITAS, CA 95035 PHONE 1-408-466-9146 ANDY SCHATZMAN, SENIOR VICE PRESIDENT KRISSY SCHREIBER, SENIOR PROJECT MANAGER 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC As indicated 3/21/2022 1:56:14 PM21-144 NORTH PARKING - PROJECT DATA SHEET ENT A.PN-002 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA S2 9 RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN CODE DATA GOVERNING CODES: A. 2019 CALIFORNIA BUILDING CODE (CBC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 2. B. 2019 CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 3. C. 2019 CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 4. D. 2019 CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 5. E. 2019 CALIFORNIA FIRE CODE (CFC), CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 9. F. 2019 CALIFORNIA ENERGY, CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24 PART 6 G. ADAAG ADA ACCESSIBILTY GUIDELINES H. CITY OF BURLINGAME MUNICIPAL CODE EXITING DIAGRAMS 1. 2019 C.B.C. SECTION 1017, TABLE 1017.2 "EXIT TRAVEL DISTANCE" S2 OCCUPANCY EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM THE MAXIMUM TRAVEL DISTANCE IS 400' S2 OCCUPANCY WITHOUT AN AUTOMATIC SPRINKLER SYSTEM THE MAMIMUM TRAVEL DISTANCE IS 300' FIRE RATINGS LEGEND 1-HR. 2-HR. 3-HR. 4-HR. EXITING LEGEND ACTUAL TRAVEL DISTANCE DIAGONAL DISTANCE DISTANCE BETWEEN EXITS CODE SECTIONS CODE SUMMARY AUTOMATIC SPRINKLER SYSTEM - SEC. 903 TYPE - ENCLOSED GARAGE NOTES YES OCCUPANCY TYPE(S) - CHAPTER 3 S-2 PARKING GARAGE (CLOSED, PER 406.6) OPENNESS - 406.5.2 CONSTRUCTION TYPE(S) - CHAPTER 4, 5 AND 6 IB TABLES 406.5.4, 601 AND 602 GRADE PLANE - CHAPTER 2 DEFINITION N/A ALLOWABLE HEIGHT (IN TIERS) - TABLE 406.5.4 N/A ELEVATOR TOWERS - UNLIMITED IN HEIGHT IF NC (SECTION 504.3 EXCEPTION). ALLOWABLE HEIGHT INCREASE (IN TIERS), FOR OPEN PARKING STRUCTURES - SECT. 406.5.5 N/A BASE ALLOWABLE AREA PER TIER 237,000 SQ. FT. (SEC. & TABLE 506.2) ACTUAL AREA (LARGEST TIER)45,850 SQ. FT. ALLOWABLE AREA INCREASE PER TIER N/A ACTUAL TOTAL AREA 88,750 SQ. FT. BUILDING ELEMENTS F.R. REQUIREMENTS - TABLE 601 STRUCTURAL FRAME 2 HR BEARING WALLS – EXTERIOR 2 HR BEARING WALLS - INTERIOR 2 HR NON-BEARING WALLS AND PARTITIONS – EXTERIOR SEE REQUIREMENTS BELOW NON-BEARING WALLS AND PARTITIONS – INTERIOR 0 HR FLOOR CONSTRUCTION 2 HR ROOF CONSTRUCTION 1 HR EXTERIOR WALLS F.R. REQUIREMENTS- TABLE 602 BASED ON CONSTRUCTION TYPE EXTERIOR WALLS AND PARTITIONS: OPENINGS (UNPROTECTED, SPRINKLERED) – MAXIMUM AREA OF EXTERIOR WALL OPENINGS, SECTION AND TABLE 705.8. BASED ON DISTANCE AND SPRINKLERS (SEE TABLE FOOTNOTE G.) SHAFT ENCLOSURES (BOTH STAIRS AND ELEVATORS)STAIRS - 1HR ELEVATOR - NOT REQUIRED SEE SECTIONS 406.5.9, 712.1.10.2 AND 1019.3.6 OCC. LOAD - TABLE 1004.5 EXITS REQUIRED - TABLE 1006.3.2 EXITS PROVIDED WIDTH REQUIRED- PER SECTION 1005.3.1 & 1005.3.2 STAIRS: OCC. X 0.3 = TOTAL INCHES (48” MIN. CLEAR OF HANDRAIL, WHEN CONSIDERED TO BE A PART OF AN ACCESSIBLE MEANS OF EGRESS, PER 1009.3. 44” MIN. CLEAR, WHEN CONSIDERED TO BE PART OF AN ACCESSIBLE MEANS OF EGRESS, PER 1009.3, EXCEPT. #2, WHEN THE BUILDING IS SPRINKLERED.) OTHER THAN STAIRS: OCC. X 0.2 = TOTAL INCHES (32” MIN. CLEAR WIDTH, 1010.1.1 AND PER 11B-404, DOORS, DOORWAYS AND GATES.) STAIRS: 2 x 54” = 108” OTHER THAN STAIRS: 58" + 132” = 190” WIDTH PROVIDED TYPE - OPEN GARAGE YES S-2 PARKING GARAGE (OPEN, PER 406.5) IB 11.50' 12 TIERS N/A UNLIMITED (TABLE 406.5.4) 46,350 SQ. FT. N/A 470,250 SQ. FT. 1 HR, <5’ 1 HR, 5’≤ x <10’ 1 HR, 10’≤ x <30’ NR, ≥ 30’ NOT PERMITTED <3’ 15%, 3’≤ x <5’ 25%, 5’≤ x <10’ UNLIMITED, ELSEWHERE NOT REQUIRED 46,350/200 = 231.75 (TIER . w/ LARGEST FLOOR AREA) 2 2 STAIRS: 231.75 x 0.3 = 70” 50% OF 70” = 35” OTHER THAN STAIRS: 231.75 x 0.20 = 46.35” 50% OF 46.35” = 23.2” MAXIMUM ALLOWABLE TOTAL AREA N/AN/A ACTUAL AREA TO ALLOWABLE AREA RATIO N/AN/A ACTUAL HEIGHT (IN TIERS)N/A10 TIERS DIAGONAL DISTANCE = 410.83' 1/3 DIAGONAL DISTANCE = 136.94' TOTAL TRAVEL DISTANCE = 266.67'T O T A L T R A V E L D I S T A N C E = 2 6 9 .6 6 ' DISTANCE BETWEEN EXITS = 346.17'>136.94 TOTAL TRAVEL DISTANCE = 262.67'T O T A L T R A V E L D I S T A N C E = 2 5 7 .6 7 ' DIAGONAL DISTANCE = 410.83' 1/3 DIAGONAL DISTANCE = 136.94' DISTANCE BETWEEN EXITS = 375.25'>136.94 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC As indicated 3/21/2022 1:56:19 PM21-144 NORTH PARKING - CODE SUMMARY ENT A.PN-003 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/32" = 1'-0" FIRST LEVEL EXITING DIAGRAM 1/32" = 1'-0" TYPICAL LEVEL EXITING DIAGRAM 195'56'129'10'134' S01 S03 S03 S02 S02 S04 S04 S08 S40 S17 S17 S40 S41 S21 S21 S20 S37 S37 S26 S19S08 S07 S14 S18 S22 S22 S42 S42 S29 S45 T E N A N T S P A C E C Y C L E C E N TE R C O R RID O R C Y C LE C E N T E R L O B B Y T E N A N T S P A C E T E N A N T S P A C E L O B B Y (E)H O T EL B UIL DIN G 3 B UIL DIN G 2 CENTER SERVICE ROADN O R T H S E R V I C E R O A D E A S T O N C R E E K E A S T O N C R E E K SAN FRANCI SCO BAYOLD BAYSHORE HI GHWAYDNUP R A M P D N R A M P U P R A M P D N R A M P U P R A M P D N R A M P D N11'-6"1 1 '-0 " LEVEL 02 TOTAL LEVEL 01 1518 0 0 21 143 127 1738 0 0 0 LEVEL LEVEL 04 4 PARKING STALL SUMMATION ACCESSIBLE (9'-0"x18'-0")TOTAL 1270 STANDARD (8'-6"x18'-0") PUBLIC ACCESS (8'-6"x18'-0") LEVEL 03 7 1270 LEVEL B1 LEVEL B2 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 10% EV - DAY ONE: 1738 * 10% = 174 EV STALLS 10% FUTURE EV: 174 EV STALLS 0 0 0 0 0 0 0 0 7 3 0 0 0 0 0 0 115 140 145 150 150 150 151 152 152 117 114 116 116 120 152 116 139 123 SQ. FOOTAGE SQ. FT./STALL 559,000 42,900 45,850 305 331 361 361 321 338 322162 EVCS (8'-6"x18'-0") 1 8 25 34 34 30 25 0 0 5 0 0 5 EV ACCESSIBLE (9'-0"x18'-0") 1 2 5 1 3 1 VAN ACCESSIBLE (9'-0"x18'-0") EV VAN ACCESSIBLE (12'-0"x18'-0") EV AMBULATORY (10'-0"x18'-0") 5 LEVEL 10.5 00 2424 7,750 3230 0 0 1 0 3 0 0 0 0 0 0 0 144 122 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 46,350 305 307 309 309 309 320 45,850 45,850 46,350 46,350 46,350 46,350 46,350 46,350 46,350 20 COMPACT (7'-6"x17'-0") 0 0 0 0 0 0 0 0 4 4 0 8 4 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC As indicated 3/21/2022 2:53:31 PM21-144 NORTH PARKING - SITE PLAN & STALL COUNT ENT A.PN-010 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 195'56'129'10'134' S03 S04 S40 S17 S17 S40 S41 S26 S19 S07 S18 S29 (E)H O T EL CENTER SERVICE ROADN O R T H S E R V I C E R O A D E A S T O N C R E E K E A S T O N C R E E K SAN FRANCI SCO BAYOLD BAYSHORE HI GHWAYDNUP R A M P D N R A M P U P R A M P D N R A M P U P R A M P D N R A M P D N 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1" = 50'-0"3/21/2022 1:56:34 PM21-144 NORTH PARKING - SITE EGRESS PLAN ENT A.PN-011 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 -14.75 FIRE WATER TANK VENT SHAFT VENT SHAFT 1 A.PN-332 1 A.PN-332 A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 -4.25 24'-0" FIRE WATER TANK VENT SHAFT VENT SHAFT 4.9% 4.9% 4.9%4.9% 24'-0" 1 A.PN-332 1 A.PN-332 STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:56:12 PM21-144 NORTH PARKING - FLOOR PLANS - BASEMENT LEVELS ENT A.PN-1B1 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0" LEVEL B2 PARKING PLAN 1/16" = 1'-0" LEVEL B1 PARKING PLAN N N S0 3 S0 8S40S29S45 TENANTNORTH SERVICE ROAD RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN A 23 B 2221201918 1'-6" 16'-1"14'-0"21'-8"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"17'-10"16'-1"1'-6" 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 391'-10" 6.251'-0"62'-3"62'-3"1'-0"126'-6"4.9% 5.4% 5.4% 4.9% Not Enclosed PARKING 11.5011.50 FIRE PUMP ROOM VENT SHAFT VENT SHAFT VAN EVCS ACC EVCS VAN EVCS AMB 25'-9" ELEC. PIPE CHASE FUEL OIL FILL PORT STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:56:39 PM21-144 NORTH PARKING - FLOOR PLAN - LEVEL 1 ENT A.PN-101 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0" LEVEL 01 PARKING PLAN N RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 17.25 PG&E SWITCHVAULT 5.4% 5.4%5.4% 5.4% PN-A PN-B MV EQUIPMENT ROOM EM ELEC. ROOM ELEC. ROOM SHAFT 2 4'- 0 " VENT SHAFT EVCS AMBVAN A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 28.75 5.4% 5.4% 5.4% 5.4% EVCS AMB EVCS VAN EVCS ACC EVCS AMB EVCS ACC EVCS ACC EVCS ACC EVCS AMB STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:56:52 PM21-144 NORTH PARKING - FLOOR PLANS - UPPER LEVELS ENT A.PN-102 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0" LEVEL 02 PARKING PLAN 1/16" = 1'-0" LEVEL 03 PARKING PLAN N N RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 51.75 4.9%5.4% 4.9% PN-A PN-B A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 40.25 5.4% 5.4% 5.4% PN-A PN-B VAN VAN VAN STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:57:07 PM21-144 NORTH PARKING - FLOOR PLANS - UPPER LEVELS ENT A.PN-103 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0" LEVEL 05 PARKING PLAN 1/16" = 1'-0" LEVEL 04 PARKING PLAN N N RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 62.75 4.9% 4.9%4.9% 4.9% PN-A PN-B A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 73.25 4.9% 4.9% 4.9% 4.9% PN-A PN-B STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:57:15 PM21-144 NORTH PARKING - FLOOR PLANS - UPPER LEVELS ENT A.PN-104 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0" LEVEL 06 PARKING PLAN 1/16" = 1'-0" LEVEL 07 PARKING PLAN N N RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 83.75 4.9% 4.9% 4.9% 4.9% PN-A PN-B A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 94.25 4.9% 4.9%4.9% 4.9% PN-A PN-B STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:57:22 PM21-144 NORTH PARKING - FLOOR PLANS - UPPER LEVELS ENT A.PN-105 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0" LEVEL 08 PARKING PLAN 1/16" = 1'-0" LEVEL 09 PARKING PLAN N N RAMP DN RAMP DN RAMP DN RAMP UP RAMP DN RAMP UP RAMP DN RAMP DN A B 1918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 115.25 A 23 B 2221201918 1 ENT A.PN-331 1 ENT A.PN-331 C 171615141312111098765 2 ENT A.PN-331 2 ENT A.PN-331 4321 104.75 4.9% 4.9%4.9% 4.9% STANDARD ACCESSIBLE VAN ACCESSIBLE EVCS ACCESSIBLE EVCS VAN ACCESSIBLE EVCS (DAY ONE) STALL LEGEND EVCS AMBULATORY EVCS AMB EVCS VAN EVCS ACC EVCS VAN COMPACT 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:57:27 PM21-144 NORTH PARKING - FLOOR PLANS - UPPER LEVELS ENT A.PN-106 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0" LEVEL 10.5 PARKING PLAN 1/16" = 1'-0" LEVEL 10 PARKING PLAN N N 03/24/2022 03/24/2022 LEVEL 01 A LEVEL 02 LEVEL 03 LEVEL 04 B LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 C 4'-0"5'-3"10'-6"10'-6"10'-6"10'-6"10'-6"11'-6"11'-6"11'-6"11'-6"10'-6"10'-6"1'-0"62'-3"62'-3"1'-0" LEVEL B1 LEVEL B2 LEVEL 10.5 107'-9"21'-0"126'-6"107'-9"NAVD88 OLD BAYSHORE (OLD BAYSHORE+10' NAVD) TO HIGHEST OCCUPIED FLOOR (ROOF)105'-3"ZONING HEIGHT FROM FF LEVEL 1 TO TOP OF PARAPET114'-6"FAA HEIGHT FROM NAVD88 TO TOP OF PARAPET126'-0"EL= 10.00' EL= 0.00' EL= 11.50' EL= 23.00' EL= 34.50' EL= 46.00' EL= 57.50' EL= 68.00' EL= 78.50' EL= 89.00' EL= 99.50' EL= 110.00' EL= 115.25' EL= 1.00' EL= -9.50' LEVEL 01 23 LEVEL 02 LEVEL 03 LEVEL 04 22 21 20 19 18 LEVEL 05 LEVEL 06 LEVEL 07 LEVEL 08 LEVEL 09 LEVEL 10 17 16 15 14 13 12 11 10 9 8 7 6 5 1'-6" 16'-1" 14'-0" 21'-8" 17'-10" 17'-10" 17'-10" 17'-10"17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 17'-10" 16'-1"1'-6" LEVEL B1 LEVEL B2 4 3 2 1 35'-8"LEVEL 10.5 391'-10" PG&E SWITCHVAULT EM ELEC. ROOM VENT SHAFT VENT SHAFT NAVD88 OLD BAYSHORE EL= 0.00' EL= 10.00' EL= 11.50' EL= 1.00' EL= -9.50' EL= 23.00' EL= 34.50' EL= 46.00' EL= 57.50' EL= 68.00' EL= 78.50' EL= 89.00' EL= 99.50' EL= 110.00' EL= 115.25' NOTE: FOR BALANCE OF INFORMATION, SEE DETAIL (1/ENT A.PN-331) 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 5 4 SA N F R A NCI S CO C ALIFORNI A 94107 415 .489 .2224 TEL 415 .358.9100 FA X WWW W.RNSSTUDIO. OC M 01 SECOND STREET TH LF ORO STE.,402 SHEET NO: SHEET TITLE: DATEISSUES PROJECT NO.: DATE: SCALE: All drawings and written material appearing herein constitute original and unpublished work of the Architect/Engineer and may not be duplicated, used or disclosed without consent of Architect/Engineer. If this drawing is not 24"x36", then the drawing has been revised from its original size. Noted scales must be adjusted. This line should be equal to one inch KEYPLAN 03/24/2022ENTITLEMENT APPLICATION N 2 3 S 1 DW Burlingame Venture, LLC 1/16" = 1'-0"3/21/2022 1:57:43 PM21-144 NORTH PARKING - SECTIONS ENT A.PN-331 03/24/2022 1300 BAYSHORE BURLINGAME, CALIFORNIA 1/16" = 1'-0"ENT A.PN-331 1 TRANSVERSE SECTION AT RAMP 1/16" = 1'-0"ENT A.PN-331 2 LONGITUDINAL SECTION AT RAMP