AR 10 Attachment G - Concept Design Review Decision Letter dated Jan 28 2026 with attachments

P L A N N I N G & C O M M U N I T Y D E V E L O P M E N T D E P A R T M E N T

PLANNING DIVISION
January 28, 2026
Nancy Moses
c/o TC LA Development, Inc.
2221 Rosecrans Avenue, Suite 200
El Segundo, CA 90245
Via email: [email protected]

NOTICE OF DECISION
Concept Design Review – New Research and Development Project 1364 E. Green Street
Case #: DHP2025-00258 Council District 7
Dear Ms. Moses:

On January 27, 2026, at a public hearing at the Pasadena Convention Center, Room 211, the Design Commission, acting under the provisions of Section 17.61.030 of the Pasadena Municipal Code, reviewed your application for Concept Design Review for the construction of a new four-story 93,539 square-foot research and development project at the above-referenced address. The design guidelines applied to this review were the design-related goals and policies in the Land Use Element of the General Plan, the Design Guidelines in the 2022 East Colorado Specific Plan (ECSP), and the Design Guidelines for Neighborhood Commercial and Multi- family Districts. In its decision, the Commission:

Environmental Determination
Found that the application for Concept Design Review is Categorically Exempt pursuant to State CEQA Guidelines Section 15332 (Class 32: In-fill Development Projects) and that there are no features that distinguish this project from others in the exempt class and, therefore, there are no unusual circumstances.

Findings for Compliance with the Tree Protection Ordinance Acknowledged that there are no protected trees on the project site.

Findings for Concept Design Approval
Found that the project, upon implementation of the conditions of approval, will comply with the purposes of design review, the design-related goals and policies in the Land Use Element of the General Plan, the Design Guidelines in the 2022 East Colorado Specific Plan (ECSP), and the Design Guidelines for Neighborhood Commercial and Multi-family Districts; and

ATTACHMENT G
Nancy Moses
1364 E. Green Street (DHP2025-00258)

Page 2 of 2 ends

Based on these findings, approved the application for Concept Design Review subject to the conditions in Attachment A to be further reviewed during Final Design Review.

Effective Date Appeals Call for Review

You are hereby notified that any person affected or aggrieved by the decision of the Design Commission has the right to appeal this decision within ten days. The regular appeal fee is $5,287.51 If the tenth day falls on a day when City offices are closed, the appeal deadline is extended through the next day when offices are open. The last day to file an appeal is February 9, 2026. This decision becomes effective on February 10, 2026. Prior to such effective date, a member of the City Council may request that it be called for review to the City Council. However, if there is a request for a call for review, the appeal period will continue to run. Appeals must cite a reason for objecting to a decision. Please note that appeals and calls for review are conducted as de novo reviews, meaning that the lower decision is set aside and the entire application is reviewed as a new proposal.

This approval expires one year from the effective date. The approval may be extended for one year by filing a written request with the Planning Director before the expiration of the effective date (along with the fee for renewal of an approval). Any changes in the approved design for the project must be submitted to City staff for review and approval. Major or minor changes must be reviewed as part of a separate application for changes to an approved project. Major changes must be reviewed by the Design Commission at a noticed public hearing. Two applications for changes to the project may be filed during a calendar year. Changes may be approved only if there are findings of changed circumstances that justify the revisions.

Please contact me if you have any questions about this letter.

Sincerely,

Rathar Duong
Senior Planner
Design & Historic Preservation Section
Tel 626-744-7346
Email: [email protected]

Attachments:

A. Conditions of Approval
B. Approved Plans, Elevations & Renderings (Abridged – full plan set is available to view upon request)

cc: Address File; Energov; City Manager, City Clerk; City Council; City Council District 7 Liaison; Director of Planning & Community Development; Deputy Director of Planning & Community Development

ATTACHMENT A

CONDITIONS OF APPROVAL
1354 E. GREEN STREET

CONCEPT DESIGN REVIEW

The applicant or the successor in interest shall comply with the following conditions, which shall be reviewed and approval by the Design Commission during Final Design Review, and shall consider implementing the recommendation:

Design & Historic Preservation

1. The project shall comply with all Zoning Code requirements except as modified during the design review process.

2. Restudy and consider stepping the fourth floor along the south elevation to reduce the perceived building height from the adjacent St. Philip the Apostle School parking lot and playground and further study reducing the height of the rooftop mechanical screen and/or study ways to reduce its visual prominence through materiality, color or other means.

3. Roof drainage shall be routed within the building walls rather than in exposed downspouts.

4. Show vents/vent caps and their arrangement on the elevations, which shall be routed to the roof or, if infeasible, located on secondary elevations to the degree possible and arranged in a logical pattern. If vents are required to penetrate the building walls, provide specifications and details of the vent caps for staff review and approval.

5. If proposed, show the location of driveway security gates on the site and landscape plans and include drawings depicting their design.

6. A final landscape and irrigation plan, in compliance with Chapter 17.44 (Landscaping) of the Zoning Code, identifying all remaining and proposed vegetation and trees shall be submitted along with plans for Final Design Review. The plan shall include a mix of plant size and materials. Plant materials shall emphasize drought-tolerant and/or native species.

7. The project shall comply with the Model Water Efficient Landscape Ordinance and any changes to the proposed landscape design that may be required shall be reviewed and approved by staff prior to issuance of a building permit.

8. The project shall demonstrate compliance with Climate Action Plan (CAP) requirements.

9. RECOMMENDATION: Consider establishing the truck route for construction hauling to occur via Green Street rather than Holliston Avenue and establishing a delivery schedule for the operational building that occurs during non-peak school pick-up and drop-off hours to avoid conflicts with the adjacent St. Philip the Apostle School.

Department of Public Works

10. No private improvements may be placed within the public right-of-way, including, but not limited to, soldier beams, tie-backs, utility conduits, backflow preventers, transformers, fire sprinkler valve, decorative sidewalk and applicable parade post holes on Colorado Boulevard per Standard Drawing S-419. Private improvements may only be placed in the public right-of-way by submitting a license agreement, which must be approved by the City. The license agreement application for any private improvement within the public right-of-way shall be submitted to the Department of Public Works for review and shall be approved by the City before any permits are granted. The applicant shall submit the application, plan and processing fee/deposit, associated with processing the license agreement, at least three to four (3-4) months prior to the issuance of any building or demolition permits. An approved license agreement will allow the applicant to install and maintain the private improvements within the public right-of-way with conditions.

A license agreement for shoring requires an indemnity bond in order to guarantee that shoring and tie-backs are free from defect due to faulty material, workmanship and failure. Upon review of the license agreement exhibits, an indemnity bond estimate will be prepared and forwarded to the applicant. The estimated amount is equivalent to the cost of reconstructing the public right of way, including all affected utilities, public facilities, and infrastructures, based on the plane of failure at a 45-degree angle from the lowest point of excavation. The indemnity bond shall be submitted to the City prior to the execution of the agreement and the issuance of any building or demolition permits.

All steel rods in every tie-back unit shall be relieved of all tension and stresses, and any portion of soldier beams and any portion of the tie-backs located be removed entirely from the public right-of-way. A monthly monitoring report stamped and certified by a licensed surveyor shall be submitted to indicate that the deflection from any piles or soldier beams does not exceed one inch. Upon completion of construction, the developer or his contractor shall remove all tie-back rods within the public right-of-way.

The removal shall be documented by a report certified by a licensed deputy inspector.

The report shall be submitted to the City for review and approval. The applicant will be charged a penalty of $7,000 for each tie-back rod not removed from the public right-of- way. For temporary tie-backs or shoring, the maximum width of the license area fronting the development frontage(s) shall only extend to the centerline of the public right-of-way.

11. Green Street along the frontage of the subject property has an existing sidewalk width of 11 feet. In order to provide for a 12-foot wide sidewalk per the East Colorado Specific Plan, the applicant shall dedicate to the City a 1-foot strip of land along the subject frontage for street purposes, and construct a 12-ft wide sidewalk. Construction of new sidewalk and curb and gutter along the Green Street frontage is required.

The applicant shall be responsible for all the costs required to complete the dedications.

The dedication documents and processing fee/deposit shall be submitted to this office, at least three to four (3-4) months prior to the issuance of any permits. The dedication documents shall be executed and recorded prior to the issuance of a Certificate of Occupancy.

12. The applicant shall demolish existing and construct all new public improvements along the along the subject development frontages of Green Street and of Holliston Avenue, including concrete drive approach per Standard Plan S-403; concrete sidewalk per Standard Plan S-421; concrete curb and gutter per Standard Plan S-406. All public improvements shall be completed prior to the issuance of Certificate of Occupancy.

13. Green Street restoration, fronting the subject development, shall be a partial width (from the first lane line to gutter) cold milling and resurfacing of asphalt concrete roadway per Standard Plan S-415. The street restoration shall include the intersection at Holliston Avenue and shall be completed prior to the issuance of Certificate of Occupancy. Green Street contains asbestos paving material, see attached requirements for any work performed on said street.

14. The proposed development shall connect to the public sewer with one or more new six- inch diameter house sewers laid at a minimum slope of two percent. In accordance with PMC Chapter 13.24.010, house sewer “means that part of the horizontal piping beginning 24 inches from the exterior wall of the building or structure and extending to its connection with the public sewer.” The section of house sewers within the public right-of- way - from the property line to the public sewer, or within easement, shall be vitrified clay or cast iron pipe. The house sewer shall meet City Standards as determined by the Department of Public Works, and a permit issued by the Department of Public Works is required for work within the public right-of-way. The construction of all new house sewers shall be completed prior to the issuance of Certificate of Occupancy.

15. In order to accommodate an Americans with Disabilities Act (ADA) compliant curb ramp, the applicant shall verify, and reconstruct if necessary, a standard curb ramp at all four corners of the Green Street and Holliston Avenue intersection, if possible, per Caltrans Standard A88A or City of Pasadena Standard No. S-414. The curb ramp construction shall be completed prior to the issuance of Certificate of Occupancy. A separate permit from the Department of Public Works is required for all construction in the public right-of- way. Please contact [email protected] for the general process.

The applicant shall submit to the City for review any proposed designs that will comply with the ADA requirements. The applicant is responsible for the design, preparation of plans and specifications, and construction of the new curb ramp. Plans for the curb return improvements shall be prepared by a civil engineer, registered in the State of California. Upon submittal of improvement plans to the Departments of Public Works for review, the applicant will be required to submit fees, per the current General Fee Schedule, to cover the cost of plan checking and construction inspection of the improvements. Note that the building plans approved by the City’s Planning (Building) Department do not constitute approvals for work in the public right-of-way. Separate plans shall be submitted to the Department of Public Works – Engineering Division – at 175 North Garfield Avenue Window 6. The applicant shall submit the curb return improvement plans and the plan check fees at least two (2) months prior to the issuance of any building or demolition permits.

Upon review of the curb ramp improvement plans, the applicant may need to dedicate to the City for street purposes the land necessary at the subject property line corner rounding per Standard Plan S-423 to provide for the minimum clearance required by the Americans with Disabilities Act standards. If so, the applicant shall remove and reconstruct the sidewalk for the dedicated area, per Standard Plan No. S-421. The applicant shall be responsible for all the cost required to complete the dedication, if it is required. The dedication document and processing fee shall be submitted to this office, at least three to four (3-4) months, prior to issuance of any permits. The dedication documents shall be executed and recorded prior to the issuance of a Certificate of Occupancy.

16. The existing street lighting along the Green Street and Holliston Avenue frontages is substandard. In order to improve pedestrian and traffic safety, the applicant shall replace/renovate three existing street lighting, on the frontages of the subject property per the City requirements and current standards. The renovation shall include but not limited to new LED light(s), conductors, lamp socket, fuse, globe/lantern, globe holder, photo cell, and miscellaneous related parts.

17. The applicant is responsible for the design, preparation of plans and specifications, and construction of all required public improvements. Plans for the above improvements shall be prepared by a civil engineer, registered in the State of California. Upon submittal of improvement plans to the Departments of Public Works for review, the applicant will be required to place a deposit with the department to cover the cost of plan checking. The amount of deposit will be based on the current City’s General Fee Schedule. Note that building plans approved by the City’s Planning (Building) Department do not constitute approvals for work in the public right-of-way. Separate plans shall be submitted to the Department of Public Works – Engineering Division – at 175 North Garfield Avenue Window 6. The applicant shall submit public improvements plans and the plan check deposit at least two (2) months prior to the issuance of any building or demolition permits.

18. Pruning of street trees may be required to facilitate the construction of the project. The work shall be done by the City’s crew. The applicant shall be responsible for the cost of pruning the street trees and submit to the Department of Public Works the appropriate fee per General Fee Schedule, for the City crew to prune the street trees.

19. Any proposed removal of public street trees shall be subject to the review and support of the City’s Urban Forestry Advisory Committee.

20. All new drive approaches shall be at least seven (7) feet clear of the existing street trees measured from the edge of the trunk closest to the drive approach. All public trees shall be protected and fenced with a posting on the fences advising of the tree protection.

21. To protect existing City trees during construction, the applicant shall fully conform to the Tree Protection Guidelines signed by the City Manager. The full guidelines are available at the following link: https://www.cityofpasadena.net/public-works/engineering-and- construction/engineering/

22. A Tree Protection Zone (TPZ) shall be established for all existing City trees within the scope of a construction project. The TPZ extends from the base of the tree to four (4) radial feet beyond the dripline of a tree and applies to the entirety of the tree – from the roots to the canopy of the tree.

23. The applicant is prohibited from the following within a designated TPZ: construction vehicle access, construction vehicle operation, staging of materials, and trenching without the consent of the Department of Public Works.

24. The applicant shall at minimum provide the following within a designated TPZ: mulching, irrigation, and protective fencing.

25. Prior to the issuance of any permit, the applicant shall submit a Preliminary Tree Protection Plan (PMC Ch. 8.52 – City Trees and Tree Protection Ordinance), prepared by a Landscape Architect or certified Arborist, showing the TPZ and all structures, footings, and grading that may impact City trees shall be submitted to the Department of Public Works, for review and approval. Given that each construction project poses unique conditions, it is the responsibility of the applicant to develop a Tree Protection Plan based off the TPZ standards to the extent feasible. The Plan shall conform to the Tree Protection Standards which specifically require showing the locations of all existing trees, their diameters, canopies, whether the tree is a public tree or private tree, as well as any trees to be planted with their canopy at mature size. The final conditions of the Tree Protection Plan shall be approved by the Forestry Superintendent. A non- refundable flat fee, per the current General Fee Schedule, will be required for staff time to review the Tree Protection Ordinance compliance.

26. Prior to any construction, tree protections including the installation of fencing to protect public trees must be in place. The fencing material shall be chain-link attached to posts inserted into the ground at the edge of the dripline and shall be a minimum of 6’ in height. See Standard Plan S-642 – Tree Protection Chain Link Fencing. Fencing shall maintain visual lines of sight in order to avoid vehicle and pedestrian hazards. Fencing shall include a minimum 8.5” x 11” warning sign with the following information: ‘Tree Protection Zone’; name and contact information of project owner or authorized representative; ‘Please contact the City of Pasadena Citizen Service Center to report any concerns (626) 744-7311’. All protective fencing must be permitted, inspected and approved by Public Works prior to the commencement of any construction.

27. Prior to issuance of any permit, the applicant shall submit a valuation assessment report of the existing public tree(s) along the boundary of their project. The report shall be prepared by a registered Arborist and submitted to PNR for review and approval. If it is determined that the applicant has failed to care for any City tree within their Tree Protection Plan, and the health of the tree(s) was critically compromised requiring its removal, the applicant shall be liable for the following costs: assessed value of tree determined by a PNR Arborist using a current ISA assessment methodology; the removal cost determined by PNR; and any applicable infraction or administrative fines determined by Code Compliance

28. Prior to issuance of any permit, a deposit in the amount of the applicant’s total liabilities based on the aforementioned approved tree assessment report shall be submitted to the City. The deposit is fully refundable, less administrative fees, upon the satisfaction of Public Works prior to the issuance of a Certificate of Occupancy.

29. The applicant shall plant the officially designated street tree per the City’s approved Master Street Tree Plan along the boundary of the subject property – (4) maximum new Ficus (Ficus Microcarpa) trees on Green Street frontage, spaced 40 feet center-to- center. The Department of Public Works will confirm eligible planting sites, and will provide the applicant the location, quantity and tree species to be planted as a result of the applicant’s project.

Trees planted by the applicant must meet the City’s tree stock standards, be inspected by the City, and be planted according to the details provided by the Parks and Natural Resources (PNR) Division. Planting shall include the installation of the following per tree:
no less than two tree stakes; one arbor guard; and the use of slow-release fertilizer tablets. The applicant shall contact PNR (626-744-3880) for tree planting approval, a minimum of two (2) months, prior to the issuance of a Certificate of Occupancy.

Trees planted by the applicant must be irrigated by either an existing or a new irrigation system constructed by the applicant. Plans for the irrigation system shall be prepared by a landscape architect registered in the State of California and submitted to PNR for review and approval. Irrigation facilities (main line, valve, pull box, timer, etc.) must be constructed within private property with the exception of the laterals and bubblers. The lateral shall be a minimum of 18” deep, and no above-ground structures are allowed.

Prior to issuance of the Certificate of Occupancy, the applicant shall submit a Tree Guarantee Deposit equal to the cost of all new trees planted to guarantee that newly planted trees are maintained by the applicant for a minimum of three calendar years.

Tree maintenance during this period shall include the following: watering no less than once a week; weed removal; reconstruction of tree wells as needed; re-staking as needed; adjustment to grade of any trees that settle; and any other operations needed to assure normal tree growth. The applicant shall replace any newly planted trees which, for any reason, die or whose health is compromised, within the applicant’s three-year establishment period. The three-year tree establishment period shall commence on the day that the Certificate of Occupancy is issued. PNR shall inspect all trees planted by the applicant at the end of the three-year establishment period, and if the trees are found to be in good health, the applicant’s deposit will be released. If the trees are found to be in poor health, the establishment period may be extended by PNR and the applicant’s deposit shall be held accordingly. Said deposit may be included as part of the construction guarantee if applicable, and is subject to partial refund or additional billing.

30. In order to ensure that the developer maintains a clean and safe site during the construction phase of development, the applicant shall place a $20,000 refundable deposit with the Department of Public Works prior to the issuance of any permit. This deposit is a guarantee that the applicant will keep the site clean and safe, and will make permanent repairs to the abutting street improvements that are damaged, including striping, slurry seal/ resurfacing, street trees, curb, gutter, and sidewalk, either directly or indirectly, by the construction on this site. This deposit may also be used for charges due to damage to existing street trees and for City personnel to review traffic control plans and maintain traffic control.

31. Prior to the start of construction or the issuance of any permits, the applicant shall submit a Construction Staging and Traffic Management Plan to the Department of Public Works for review and approval. The template for the Construction Staging and Traffic Management Plan can be obtained from the Department of Public Works webpage at:
https://www.cityofpasadena.net/public-works/engineering-and-construction/engineering/ .

A non-refundable flat fee, based on the current General Fee Schedule, is required for plan review and on-going monitoring during construction. This plan shall show the impact of the various construction stages on the public right-of-way (and the private street) including all street occupations, lane closures, detours, staging areas, and routes of construction vehicles entering and exiting the construction site. An occupancy permit shall be obtained from the department for the occupation of any traffic lane, parking lane, parkway, or any other public right-of-way. All lane closures shall be done in accordance with the Manual of Uniform Traffic Control Devices (MUTCD) and California Supplement.

If the public right-of-way occupation requires a diagram that is not a part of the MUTCD or California Supplement, a separate traffic control plan must be submitted as part of the Construction Staging and Traffic Management Plan to the department for review and approval. No construction truck idling or staging, material storage, or construction trailer are allowed in the public right-of-way.

All costs associated with these conditions shall be the applicant’s responsibility. Unless otherwise noted in this memo, all costs are based on the General Fee Schedule that is in effect at the time these conditions are met.

In addition to the above conditions, the requirements of all applicable Pasadena Municipal Code (PMC) will apply and be implemented during the corresponding plan review and permitting. They may include but not limited to:

Sidewalk Ordinance - Chapter 12.04
Sewer Facility Charge – Chapter 4.53
Residential Impact Fee – Chapter 4.17
City Trees and Tree Protection Ordinance - Chapter 8.52 Construction and Demolition Waste Ordinance - Chapter 8.62 Holiday Moratorium of activities within public right-of-way – Chapter 12.24.100

EXCAVATION OF ASBESTOS-CONTAINING ASPHALT ON GREEN STREET Background:

In 1971, Green Street, between Orange Grove Boulevard and Hill Avenue, was paved with asphalt containing asbestos in the top two inches. The Department of Public Works has established policies and procedures for cutting and/or grinding the pavement on this street. All utility companies are requested to inform all field personnel of the asbestos on Green Street and to post a copy of these policies and procedures which are to be followed, including having a certified hazmat contractor on-site, even if not required by a permit.

Samples containing asbestos concentrations greater than 1% are considered asbestos containing materials, or ACMs, in accordance with the US EPA definition of ACM. Those samples containing greater than 0.1% but less than or equal to 1% are considered asbestos containing construction materials, or ACCMs, in accordance with Cal/EPA definition.

Areas of Green Street containing ACMs:

Pasadena Avenue to De Lacey Avenue
Fair Oaks Avenue to Raymond Avenue
Los Robles Avenue to Hudson Avenue
Catalina Avenue to Holliston Avenue

Areas of Green Street containing ACCMs:

Hudson Avenue to Catalina Avenue
Holliston Avenue to Hill Avenue

ACMs containing greater than 1% asbestos are required to be abated prior to the demolition or re-surfacing activities that will impact or disturb the ACMs resulting in the creation of airborne asbestos fibers. ACCMs require that they be disturbed by personnel with asbestos training but may be disposed of as non-regulated waste in accordance with applicable regulations. All ACMs and ACCMs shall be abated by a State of California licensed asbestos abatement contractor using 40-hour asbestos trained workers and appropriate wet methods and engineering controls.

All asbestos abatement workers must have current asbestos training documentation, current medical exams and releases, and current fit tests for the use of personal protective equipment (PPE). The asbestos abatement contractor shall be responsible for estimating and verifying dimensions and quantities of ACMs and ACCMs to be abated. Asbestos abatement methods must comply with Title 8, Section 1529 of the California Code of Regulations (CCR) and the South Coast Air Quality Management District (SCAQMD) Rule 1403.

Excavation Conditions:

32. Contractor shall show certification that it is a state approved environmental remediation firm.

33. All work must comply with the City of Pasadena “Utility Excavation Permits – Policies and Procedures.

34. Air monitoring data shall be recorded and copies provided daily to the City of Pasadena.

35. If exposure levels exceed 0.1 fiber per cubic centimeter, then it is mandatory that respiratory protection be worn and exposure levels reduced to the extent feasible.

36. The work shall be registered with CAL OSHA by the permittee and comply with CAL OSHA regulations.

37. All liquids will be vacuumed and disposed of at a designated, licensed disposal facility.

Vacuum equipment shall be equipped with a HEPA filter.

38. The composite structural section of asphalt on concrete shall be removed in one unit to the extent practical to minimize asbestos exposure.

39. The excavation area shall be constantly sprayed with water to control dust and other airborne particles.

40. Technicians will wear Personal Pump Air Monitoring devices as well as utilize air sniffers as required by law.

41. All personnel will wear the appropriate level of personal protection equipment and full face respirators with HEPA filter cartridges while in the work zone.

42. All personnel must have appropriate training in the removal of hazardous materials.

43. The following prohibitions apply:
(a) Using compressed air to remove asbestos or asbestos containing material. (b) Dry sweeping, shoveling or other dry clean-up of dust and debris containing asbestos.
(c) Employee rotation as a means of reducing employee exposure to asbestos.

Department of Transportation

44. In accordance with City Ordinance No. 7157 and PMC Chapter 10.64, the project is subject to the City’s Trip Reduction Ordinance (TRO) requirements. • Per the requirements, a Transportation Demand Management (TDM) Plan shall be submitted for review and approval prior to receipt of the Certificate of Occupancy and a review fee of $2,000 shall be paid prior to the issuance of the first permit for construction (demolition, grading, or building). • The plan shall conform to the requirements set forth in PMC Chapter 10.64, including the annual reporting requirement and fee.
• The plan shall include the following TDM strategies from the California Air Pollution Control Officers Association (CAPCOA) Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity (2024):
o Commute trip reduction program with mandatory monitoring (Strategy T-6)
o Employee parking cash-out (Strategy T-13)
• To understand the TDM Plan requirements and associated review fees for the report submittal, contact the Multimodal Planning Division at (626) 744- 7494 for submittal requirements.
• The review fee is b ased on the current General Fee Schedule and are subject to change.

The project is not expected to exceed any of the CEQA thresholds outlined in DOT’s Transportation Impact Analysis Guidelines.

45. Pursuant to the adopted East Colorado Specific Plan and PMC Section 17.31.050, the project shall comply with the following:
• Green Street is required to have a 12 -foot sidewalk, consisting of a seven- foot (7’) walk zone and five-foot (5’) amenity zone by additional right-of-way dedication.
• Per PMC 17.30.040, the project shall provide for sidewalks that meet the required widths. Where the existing sidewalk right -of-way is less than the required width, the difference shall be provided through a private property dedication.

46. Pursuant to the adopted Street Design Guidelines, the applicant shall comply with the following:
• Holliston Avenue is an Access Street and should have a minimum eight- foot (8’) sidewalk, including a minimum five -foot (5’) walk zone and three - foot (3’) amenity zone.

47. Driveway visibility shall comply with the minimum requirement specified in PMC Section 17.40.180 & 17.46.170. Please note that the edge of driveway or back of sidewalk may change due to right -of-way dedication, as specified in the Public Realm – Sidewalks condition. Driveway visibility triangle shall be included in plans and be approved by the Department of Transportation prior to the issuance of the first permit for construction (demolition, grading, or building). Any deviations will have to be approved by the City Traffic Engineer.

48. The applicant is responsible for the design, preparation of plans and specifications, and construction of all required public improvements. For transportation, such changes include, but are not limited to, the removal, relocation, and reconstruction of tra ffic control devices (i.e., longitudinal markings, pavement markings, curb markings, signage, and channelizing devices). All required public improvements shall be coordinated with the City of Pasadena’s Department of Public Works.

Reference Public Works Conditions of Approval for more information.

49. Driveway approaches shall be located a minimum distance of fifty feet (50’) from the curb of any intersecting street. Driveway approaches design shall comply with the latest City of Pasadena standards. Driveway approach locations must be approved by the Department of Transportation prior to the issuance of the first permit for construction (demolition, grading, or building). All required public improvements shall be coordinated with the City of Pasadena’ s Department of Public Works. Reference Public Works C onditions of Approval for more information.

50. All existing bus zones and transit amenities shall remain in place and protected during and after construction. The existing bus zone will not be relocated without written approval from the Transit Division. Tree wells, streetlights, fire hydrants and other items shall not be placed in the public right of way within bus zone(s) without prior approval. The proposed project shall not interfere with bus operations (this includes, but is not limited to, building overhangs, awnings, landscaping, etc.).

51. Driveway design, width, and clearance shall comply with the minimum requirements specified in PMC Section 17.46.150.
• Given that the outbound driveway for the subterranean parking is located on Green Street, which is a one-way street (eastbound), install a porkchop or other type of physical diverter in the driveway to reinforce the right -out only access for this driveway.
• The driveway design shall be approved by the Department of Transportation prior to the issuance of the first permit for construction (demolition, grading, or building). Any deviations will have to be approved by the City Traffic Engineer.

52. Ramp design shall comply with the minimum requirements as specified in PMC Section 17.46.270.
• To improve the safety of pedestrians crossing the driveway, the ramp shall have a two percent (2%) or less grade for the first twenty feet (20’) from the back of the sidewalk.
• The driveway apron width shall match the ramp width.
• To improve the safety of pedestrians crossing the driveway, the design plans shall indicate either a 20 -foot (20’) flat area beyond the property line to improve vehicular sight distance or include the installation of an exit arm. • The ramp grade shall not exceed sixteen percent (16%), with the first and last ten feet (10’) of the ramp not exceeding eight percent (8%). • Diverter in the driveway to reinforce the right-out access for this driveway. • The ramp design shall be included in the plans and be approved by the Department of Transportation prior to the issuance of the first permit for construction (demolition, grading, or building). Any deviations will have to be approved by the City Traffic Engineer.

53. If proposed, a vehicle entry gate shall be setback a minimum of twenty feet (20’) from the back of the sidewalk. The gate shall be included in plans and approved by the Department of Transportation prior to the issuance of the first permit for construction (demolition, grading, or building). Any deviations will have to be approved by the City Traffic Engineer.

54. Any loading/unloading spaces shall be off -street and on-site. A loading zone will not be installed in the public right of way. Off-Street loading shall comply with the minimum requirements as specified in PMC Section 17.46.260.

55. The parking, loading, and trash/recycling areas shall conform to the requirements of the Pasadena Municipal Code and a plan showing all pertinent dimensions for these areas shall be submitted to the Department of Transportation for review and approval prior to the issuance of the first permit for construction (demolition, grading, or building).

56. Prior to the start of construction or the issuance of any permits, the applicant shall submit a Construction Staging & Traffic Management Plan to the Department of Public Works for review and approval. This plan shall show the impact of the various construction stages on the public right-of-way including street occupations, parking space relocation agreements, closures, detours, staging areas, and routes of construction vehicles entering and exiting the construction site. Permitted hours for construction vehicles (delivery, haul) may be limited to the hours between 9:00 AM and 3:00 PM.

57. The Traffic Reduction and Transportation Improvement Fee (Ordinance No. 7076) will apply to all net new residential, retail, industrial, and office developments and is based on the City of Pasadena General Fee Schedule. The fee will be calculated and invoice prior to the issuance of Certificate of Occupancy. The fee per unit is subject to change based on the time of the project completion. Affordable housing projects may receive fee credits.

This study and conditions have been prepared based on the project scope provided to DOT. An update of the traffic study and its finding might be required if a significant change is made to the project scope, or if additional analysis is requested by the City.
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Lo
s Angeles, California 90071
United States

SAIFUL BOUQUET

STRUCTURAL ENGINEERS
725 S Figueroa St
37th Floor
Los Angeles, CA 90017
Tel 213.315.2277
Trammell Crow Company
EXP
330 N Brand Blvd
#950
Glendale, CA 91203
Tel 818.539.1110
KPFF
700 S Flower St
Suite 2100
Los Angeles, CA 90017
Tel 213.418.0201
SWA
811 W 7th St
8th Floor
Los Angeles, CA 90017
Tel 213.236.9090

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
PAS-G0.101

COVER SHEET

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
The Project Site is located at 1364 E Green Street, which consists of 3 parcels, containing 41,573 square feet and is bounded by Holliston Avenue to the west. There is an existing 117 stall surface parking lot that spans all 3 parcels. The proposed project will be a 4-story Multi-tenant Research and Development building, with Lab/Office spaces on the ground level along with 3 subterranean levels of parking.

APN 5736-002-013
SETBACKS 5-10’ FOR 50% ON HOLLISTON
3-8’ FOR 75% ON GREEN STREET

MINIMUM TRANSPARENCY

GREEN ST
OVERALL FACADE REQUIRED 30% MIN
OVERALL FACADE PROPOSED 50%
GROUND FLOOR REQUIRED 70% MIN
GROUND FLOOR PROPOSED 73%

HOLLISTON AVE
OVERALL FACADE REQUIRED 30% MIN
OVERALL FACADE PROPOSED 39%
GROUND FLOOR REQUIRED 70% MIN
GROUND FLOOR PROPOSED 72%
OPEN SPACE REQUIREMENT 60% REDUCTION OF REQUIREMENT FOR R&D PROJECTS COMMON REQUIRED (5% OF GSF) 1,871 SF (93,539 X 5% = 4,677. 4,677 X 40% =1,871) COMMON PROPOSED: 5,917 SF
PAOS REQUIRED (2% OF GSF) 748 SF (93,539 X 2% = 1,871. 1,871 X 40% = 748) PAOS PROPOSED: 1,060 SF

MODULATION
FACADE LENGTH EACH STREET-FACING FACADE EXCEEDING 150'
SHALL INCLUDE A BREAK OF AT LEAST 10% OF THE
FACADE LENGTH OR 20', WHICHEVER IS GREATER

GREEN ST
OVERALL FACADE LENGTH: 177'-0"
MIN REQ. FACADE BREAK LENGTH/DEPTH: 20'-0" / 10'-0"
PROPOSED FACADE BREAK LENGTH/DEPTH: 20'-0" / 15'-0"

HOLLISTON AVE
OVERALL FACADE LENGTH: 177'-0"
MIN REQ. FACADE BREAK LENGTH/DEPTH: 20'-0" / 10'-0"
PROPOSED FACADE BREAK LENGTH/DEPTH: 20'-0" / 10'-0"
FACADE AREA EACH STREET-FACING FACADE EXCEEDING 50' IN
LENGTH SHALL MODULATE A MINIMUM OF 25% OF

THE AREA ABOVE THE FIRST STORY

GREEN ST
PROPOSED PERCENTAGE OF MODULATION 29%

HOLLISTON AVE
PROPOSED PERCENTAGE OF MODULATION 29%

VICINITY MAP

BUILDING NARRATIVEZONING INFORMATION

ADDITIONAL ZONING INFORMATION

TOTAL AREA OF SITE

GROSS BUILDING AREA CALCULATIONS

SQUARE FOOTAGE - EXISTING

SQUARE FOOTAGE - PROPOSED

NUMBER OF BUILDINGS - EXISTING

NUMBER OF BUILDINGS - PROPOSED

EXISTING BUILDING CONSTRUCTION DATES

VEHICULAR PARKING - EXISTING
VEHICULAR PARKING - MINIMUM REQ. PER CODE *
* PURSUANT TO GOVERNMENT CODE SECTION 65863.2
(AB2097) SINCE THE SITE IS WITHIN ONE-HALF MILE

OF PUBLIC TRANSIT, THE CITY SHALL NOT IMPOSE OR

ENFORCE MINIMUM AUTOMOBILE PARKING ON THE
PROPOSED DEVELOPMENT. WHERE PARKING IS

PROVIDED VOLUNTARILY, SPACES SHALL COMPLY

WITH APPLICABLE REQUIREMENTS OF THE ZONING
CODE.

VEHICULAR PARKING - PROPOSED

BICYCLE PARKING - EXISTING
BICYCLE PARKING - MINIMUM REQ. PER CODE

BICYCLE PARKING - PROPOSED

LOADING SPACES - EXISTING
LOADING SPACES - MINIMUM REQ. PER CODE

LOADING SPACES - PROPOSED

FAR - EXISTING

FAR - MAX ALLOWED PER ZONING CODE

FAR - PROPOSED

BUILDING HEIGHTS & STORIES - EXISTING

BUILDING HEIGHTS & STORIES - PROPOSED

PROPOSED LANDSCAPING

PROPOSED HARDSCAPE/PAVING

EXISTING ZONING AND LAND USE DESIGNATION

COMMERCIAL LAND USE

OCCUPANCY GROUP, CONSTRUCTION - EXISTING

OCCUPANCY GROUP, CONSTRUCTION - PROPOSED
41,573 SF
N/A
93,539 SF
N/A
1 N/A
117
2 PER 1,000 SF = 187 SPACES
ADDITIONAL SPACES ALLOWED BY RIGHT = 93
(187 + 50%); 280 SPACES
261 SPACES
0 5% OF MIN. REQ. VEHICULAR PARKING = 9 SPACES
CLASS 1 (75% OF MIN. REQ.) = 7
CLASS 2 (25% OF MIN. REQ.) = 2
CLASS 1 = 7
CLASS 2 = 2
N/A
1 PER 40,000 SF WHERE GSF IS 40,001 SF AND MORE =
2 SPACES
2 SPACES AT 10' X 20' MIN, 12' VERTICAL CLEARANCE
N/A

2.25 93,539 / 41,573 = 2.25
N/A
63' + 15' MECH SCREEN / 4 STORIES
930 SF
721 SF
EC-MU-N: MIXED-USE NEIGHBORHOOD

RESEARCH & DEVELOPMENT

BUILDING ACTIVITIES AND SERVICES TYPICALLY

INCLUDE OFFICE WORK RELATED TO LAB R&D
S-2, N/A

B, TYPE I-B
SHEET NO. SHEET NAME
00 GENERAL
PAS-G0.101 COVER SHEET
PAS-G0.102 SURVEY
PAS-G0.103 SURVEY/TOPO
PAS-G0.201 GROSS AREA EXHIBIT
PAS-G0.202 OPEN AREA - PAOS EXHIBIT
PAS-G0.203 OPEN AREA - COMMON AREA EXHIBIT
01 CIVIL
PAS-C1.10 EXISTING/DEMO SITE PLAN
03 ARCHITECTURE
PAS-A1.102 PROPOSED SITE PLAN
PAS-A1.102A PROPOSED SITE PLAN - ZONING EXHIBIT
PAS-A1.102B PROPOSED SITE PLAN - FRONTAGE EXHIBIT
PAS-A1.103 PROPOSED CIRCULATION PLAN
PAS-A1.201 PROPOSED FLOOR PLAN - LEVEL 01
PAS-A1.202 PROPOSED FLOOR PLAN - LEVEL 02
PAS-A1.203 PROPOSED FLOOR PLAN - LEVEL 03
PAS-A1.204 PROPOSED FLOOR PLAN - LEVEL 04
PAS-A1.205 PROPOSED FLOOR PLAN - ROOF LEVEL
PAS-A1.205A PROPOSED FLOOR PLAN - ROOF LEVEL - AREA EXHIBIT PAS-A1.B01 PROPOSED FLOOR PLAN - LOWER LEVEL 01
PAS-A1.B02 PROPOSED FLOOR PLAN - LOWER LEVEL 02
PAS-A1.B03 PROPOSED FLOOR PLAN - LOWER LEVEL 03
PAS-A2.101 BUILDING ELEVATIONS
PAS-A2.102 BUILDING ELEVATIONS
PAS-A2.103 BUILDING ELEVATIONS
PAS-A2.104 BUILDING ELEVATIONS
PAS-A2.105 BUILDING ELEVATIONS - SECONDARY
PAS-A2.106 BUILDING ELEVATIONS - MODULATION EXHIBIT
PAS-A2.107 BUILDING ELEVATIONS - TRANSPARENCY EXHIBIT
PAS-A3.101 BUILDING SECTIONS
PAS-A3.102 BUILDING SECTIONS
PAS-A3.103 PARKING RAMP AND CLEARANCES EXHIBIT
PAS-A3.104 VIEW CORRIDOR EXHIBIT
PAS-A4.101 PERSPECTIVE RENDERINGS
PAS-A4.102 PERSPECTIVE RENDERINGS
PAS-A4.103 PERSPECTIVE RENDERINGS
PAS-A4.104 PERSPECTIVE RENDERINGS
PAS-A5.100 SHADOW STUDY
04 LANDSCAPE
L1.001 PLANTING PLAN - LEVEL 01
L1.002 HARDSCAPE PLAN - LEVEL 01
L1.003 TREE DEMOLITION PLAN - LEVEL 01
L1.004 PLANTING PLAN - LEVEL 04
L1.005 HARDSCAPE PLAN - LEVEL 04

SHEET INDEX

GROSS AREA BY FLOOR

AREA SCHEDULE (GROSS FLOOR AREA)

LEVEL NAME AREA
LOWER LEVEL 03
LOWER LEVEL 03 MECH 661 SF
661 SF
LOWER LEVEL 02
LOWER LEVEL 02 MECH 655 SF
655 SF
LOWER LEVEL 01
LOWER LEVEL 01 MECH 2,971 SF
2,971 SF
LEVEL 01
LEVEL 01 GROSS AREA 16,756 SF
LEVEL 01 MECH 1,772 SF
18,528 SF
LEVEL 02
LEVEL 02 GROSS AREA 28,554 SF
LEVEL 02 MECH 1,125 SF
29,678 SF
LEVEL 03
LEVEL 03 GROSS AREA 28,554 SF
LEVEL 03 MECH 1,125 SF
29,678 SF
LEVEL 04
LEVEL 04 GROSS AREA 19,321 SF
LEVEL 04 MECH 1,125 SF
20,446 SF

ROOF LEVEL
ROOF LEVEL ELEVATORS 353 SF
ROOF LEVEL MECH (APPURTENANCE) 1,680 SF
2,034 SF
Grand total 104,651 SF

GROSS FLOOR AREA IS THE TOTAL ENCLOSED AREA OF ALL FLOORS OF A BUILDING MEASURED TO THE

INSIDE FACE OF THE EXTERIOR WALLS INCLUDING HALLS, STAIRWAYS, ELEVATOR SHAFTS AT EACH FLOOR

LEVEL, SERVICE AND MECHANICAL EQUIPMENT ROOMS AND BASEMENT OR ATTIC AREAS HAVING A HEIGHT

OF MORE THAN SEVEN FEET, BUT EXCLUDING AREA USED EXCLUSIVELY FOR PARKING OR LOADING OF VEHICLES OR BICYCLES. GROSS FLOOR AREA SHALL INCLUDE ROOF APPURTENANCES THAT ARE ENCLOSED AND IS SEPARATE FROM FLOOR AREA RATIO (FAR).

FAR EVALUATES ABOVE-GROUND GROSS AREA AND WHEN CALCULATED FOR R&D EXCLUDES FLOOR AREA

DEVOTED TO MECHANICAL SPACE AND APPURTENANCES
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL

ATTACHMENT C

E GREEN STREET

S HOLLISTON AVENUE
(N) PROPOSED

LAB/OFFICE BUILDING

CENTERLINE OF STREET

CENTERLINE OF STREET
(E) WALL TO REMAIN
(E) WALL TO REMAIN
(N) SUBTERRANEAN DRY WELL
(N) TRANSFORMER VAULT

ACCESS HATCH
207' - 0" PROPERTY BOUNDARY
78' - 0" 21' - 0" 78' - 0"
177' - 0" OVERALL BUILDING LENGTH
177' - 0" OVERALL BUILDING LENGTH
201' - 0" PROPERTY BOUNDARY
78' - 0" 21' - 0" 78' - 0"
177' - 0"
177' - 0"

PROPERTY LINE BEFORE DEDICATION

PROPERTY LINE AFTER DEDICATION

PROPERTY LINE

PROPERTY LINE
31' - 8"
LANDSCAPED AREA;

SEE LANDSCAPE DRAWINGS

ONE-WAY DRIVEWAY
10' - 0"
20' - 0"
20' - 0"
10' - 0"
LOADING SPACE 01
LOADING SPACE 02
R 25' - 0"

MIN DRIVEWAY WIDTH
12' - 0"
R 25' - 0"
14' - 0"
1' - 0"

MIN DRIVEWAY WIDTH
12' - 0" 1' - 0"
12'-0" VERTICAL CLEAR
12'-0" VERTICAL CLEAR
EL. ~490.75
+2'-3" ABOVE LOWEST

POINT ON LOT
EL. ~488.50

LOWEST POINT ON LOT

AT BUILDING EDGE
R 25' - 0"
8' - 0"15' - 1"
8' - 6" 21' - 7"
11' - 6"

CARPOOL /

VANPOOL

CARPOOL /

VANPOOL

LOADING
26' - 2"

FIRE ACCESS
5' - 0"

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A1.102

PROPOSED SITE PLAN

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1" = 10'-0"
PROPOSED SITE PLAN01
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
PAS-A2.10401
PAS-A2.101
01 PAS-A2.102 01
PAS-A2.103
01 01
PAS-A3.101
________ ________
01 PAS-A3.102
________ ________
LOBBY
PAOS
WOMEN
MEN
TENANT
IDF
ELEC
TENANT

LT BICYCLE

PARKING
PAS-A2.10501 03
PAS-A2.105
07 05
(N) SUBTERRANEAN

DRY WELL
(N) TRANSFORMER VAULT

ACCESS HATCH

GENERATOR
(MECH)

ST BICYCLE PARKING
207' - 0" PROPERTY BOUNDARY
1 3
4 6
2 5

A B C D E F
78' - 0" 21' - 0" 78' - 0"
78' - 0" 21' - 0" 78' - 0"
177' - 0"
177' - 0"

COMMERCIAL TENANT AVERAGE INTERIOR DEPTH
70' - 6"

COMMERCIAL TENANT AVERAGE INTERIOR DEPTH
55' - 9"

COMEMERCIAL TENANT AVERAGE INTERIOR DEPTH
91' - 3"

ENTRY CANOPY OVERHEAD
EL. 490.75
EL. 488.50
4' - 10" 26' - 2"
1' - 6" 10' - 0" 8' - 0" 10' - 0" 1' - 6"
G-09
G-01
01 PAS-A3.103
________ ________
22' - 0"
PAS-A2.107
01 PAS-A2.107 02

CARPOOL /

VANPOOL

LOADING
REFUSE

STORAGE
8' - 6" 177' - 0" 21' - 7"
15' - 1" 177' - 0" 8' - 0"
201' - 0" PROPERTY BOUNDARY
EL. 488.50
12' - 7"
14' - 0"
7'-0" MIN

VERTICAL

CLEARANCE

NARROWEST INTERIOR DEPTH
26' - 6"
5' - 7"23' - 8 1/2"1' - 3 1/2"
1' - 9" 17' - 6" 1' - 9"
1' - 6" 10' - 0" 8' - 0" 10' - 0" 1' - 6" 1' - 6" 10' - 0" 5' - 0" 10' - 0" 4' - 6" 1' - 6" 10' - 6" 5' - 0" 12' - 0" 2' - 0" ADA
STD
ADA
VAN
ADA
STD
ADA
VAN
ADA
STD
ACC
EVCS
AMB
ACC
EVCS
STD
ACC
EVCS
VAN
G-08
G-10
ADA
STD
ADA
STD
18' - 0"
18' - 0"
5' - 0" 9' - 6"
10' - 0" 11' - 6" 4' - 0" 9' - 0"

CARPOOL /

VANPOOL

8.0% 16.0%5.0%
(MIN SLOPE TO DRAIN, 5% MAX)
65' - 0" RAMP
10' - 0"45' - 0"10' - 0"

8.0%
EL. 490.75
11' - 6"

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A1.201
PROPOSED FLOOR PLAN - LEVEL 01

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED FLOOR PLAN - LEVEL 0101
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
PAS-A2.10401
PAS-A2.101
01 PAS-A2.102 01
PAS-A2.103
01 01
PAS-A3.101
________ ________
01 PAS-A3.102
________ ________
TENANT
MEN
ELEC
IDF
WOMEN
MEP TI
(MECH)
PAS-A2.10501 03
PAS-A2.105
07 05

MECH SHAFT

MECH SHAFT
1 3
4 6
2 5

A B C D E F

PROPERTY BOUNDARY
207' - 0"

PROPERTY BOUNDARY
201' - 0"
10' - 0" CLEAR
78' - 0" 21' - 0" 78' - 0"
78' - 0" 21' - 0" 78' - 0"
15' - 0" CLEAR
177' - 0"
177' - 0"
EL. 505.50
PAS-A2.107
01 PAS-A2.107 02
8' - 6" 177' - 0" 21' - 7"
15' - 1" 177' - 0" 8' - 0"
20' - 0" CLEAR
20' - 0" CLEAR

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A1.202
PROPOSED FLOOR PLAN - LEVEL 02

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED FLOOR PLAN - LEVEL 0201
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
PAS-A2.10401
PAS-A2.101
01 PAS-A2.102 01
PAS-A2.103
01 01
PAS-A3.101
________ ________
01 PAS-A3.102
________ ________
PAS-A2.10501 03
PAS-A2.105
07 05

CIRCULATION
ELEC
MEN
WOMEN
MEP TI
(MECH)
IDF
1 3
4 6
2 5

A B C D E F

MECH SHAFT

PROPERTY BOUNDARY
207' - 0"

PROPERTY BOUNDARY
201' - 0"
10' - 0" CLEAR
78' - 0" 21' - 0" 78' - 0"
78' - 0" 21' - 0" 78' - 0"
177' - 0"
177' - 0"
EL. 520.50
PAS-A2.107
01 PAS-A2.107 02
8' - 6" 177' - 0" 21' - 7"
15' - 1" 177' - 0" 8' - 0"
20' - 0" CLEAR
20' - 0" CLEAR
15' - 0" CLEAR

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A1.203
PROPOSED FLOOR PLAN - LEVEL 03

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED FLOOR PLAN - LEVEL 0301
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
PAS-A2.10401
PAS-A2.101
01 PAS-A2.102 01
PAS-A2.103
01 01
PAS-A3.101
________ ________
01 PAS-A3.102
________ ________
MEN
ELEC
IDF
WOMEN
MEP TI
(MECH)
PAS-A2.10501 03
PAS-A2.105
07 05

MECH SHAFT

MECH SHAFT
1 3
4 6
2 5

A B C D E F

PROPERTY BOUNDARY
207' - 0"

PROPERTY BOUNDARY
201' - 0"
50' - 4"129' - 1"20' - 7"
19' - 5" 160' - 7" 27' - 1"
160' - 7 1/2"
EL. 535.50
PROPOSED PLANTING AREA;

SEE LANDSCAPE DRAWINGS

BUILDING EDGE TO ROOF TERRACE
5' - 0" MIN, TYP
TOTAL ROOF AREA: 26,077 SF
AREA OF ROOF DECK: 6,115 SF
COVERAGE OF ROOF DECK: 23%
(60% MAX)

UNOCCUPIED ROOF AREA

ROOF DECK
PAS-A2.107
01 PAS-A2.107 02
20' - 0" CLEAR
20' - 0" CLEAR
13' - 6" 26' - 7"
20' - 1"
46' - 0"
T.O. CANOPY

CANOPY ABOVE CANOPY ABOVE
EL. 546.83
T.O. CANOPY
EL. 546.83
36' - 0"
18' - 0"
36' - 0"
18' - 0"
15' - 0" CLEAR
10' - 0" CLEAR

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A1.204
PROPOSED FLOOR PLAN - LEVEL 04

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED FLOOR PLAN - LEVEL 0401
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
PAS-A2.10401
PAS-A2.101
01 PAS-A2.102 01
PAS-A2.103
01 01
PAS-A3.101
________ ________
01 PAS-A3.102
________ ________
MECH

ROOF DRAIN, TYP

MECHANICAL SCREEN

CONCEPTUAL MECHANICAL

EQUIPMENT LAYOUT
PAS-A2.105
07 05

LOCATION OF

LOWEST EXISTING

GRADE ELEVATION
(EL. 488.50)

TOP OF MECH SCREEN

TOP OF PARAPET

FINISH SURFACE AT ROOF
(HIGH POINT; VARIES W/ SLOPE)
MECH
ELEC
1 3
4 6
2 5

A B C D E F
EL. 566.50
EL. 551.25
EL. 551.50

PROPERTY BOUNDARY
207' - 0"

PROPERTY BOUNDARY
201' - 0"
142' - 4" MECH SCREEN
8' - 0" 178' - 0" 21' - 1"
39' - 0"146' - 6"14' - 7"
109' - 4" MECH SCREEN
PAS-A2.107
01 PAS-A2.107 02

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A1.205

PROPOSED FLOOR PLAN - ROOF
LEVEL

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED FLOOR PLAN - ROOF LEVEL01
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"
17' - 0" 15' - 0" 15' - 0" 15' - 0" 16' - 0"
78' - 0"
63' - 0" 15' - 0"

S HOLLISTON AVE

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
10' - 5"
10' - 8"
10' - 8"
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"
17' - 0" 15' - 0" 15' - 0" 15' - 0" 16' - 0"
78' - 0"
MTL-04
MTL-03
CONC-01
CONC-01
GL-05
GL-01
CONC-01
GL-05
GL-01
MTL-02
EIFS-01
MTL-01
CONC-01

PROPERTY LINE

BUILDING ENVELOPE
~8' - 3" - 8' - 6"
8' - 3" (VARIES)

STEPBACK DEPTH
8' - 0" MIN

STEPBACK HEIGHT
45' - 0"
~21' - 7" - 21' - 11"
21' - 7" (VARIES)

PROPERTY LINE

S HOLLISTON AVE

BUILDING ENVELOPE
3' - 3"

SETBACK
5' - 0" MIN
ARCH. PROJECTION
3"

INTERIOR SETBACK
15' - 0" MIN 6' - 7"

SHADE STRUCTURE
3"

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
MTL-05 MTL-05
MTL-05
GL-01

LAMINATED IGU

VISION GLASS
GL-05

LAMINATED IGU

SPANDREL GLASS
MTL-01

METAL PANEL
COLOR 01
MTL-02

METAL PANEL
COLOR 02
CONC-01

CONCRETE

SKIM COAT
EIFS-01

EXTERIOR

INSULATION AND

FINISH SYTEMS

W/ STUCCO
FINISH
MTL-03

MECH SCREEN
OPAQUE
MTL-04

MECH SCREEN

PERFORATED
MTL-05

CANOPY/TRELLIS

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A2.101

BUILDING ELEVATIONS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - NORTH / GREEN ST01
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - NORTH / GREEN ST (COLOR)02 08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"
16' - 0"15' - 0"15' - 0"15' - 0"17' - 0"OPEN TO BEYOND
78' - 0"

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
63' - 0" 15' - 0"

E GREEN ST

ENTRY CANOPY
BEYOND
10' - 8"
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"
16' - 0"15' - 0"15' - 0"15' - 0"17' - 0"OPEN TO BEYOND
78' - 0"

E GREEN ST

PROPERTY LINE (AFTER DEDICATION)

BUILDING ENVELOPE
8' - 0"

SETBACK
3' - 0" MIN 5' - 0"

STEPBACK DEPTH
8' - 0" MIN

BUILDING ENVELOPE

STEPBACK DEPTH
50' - 0" MIN 4"

BUILDING ENVELOPE

PROPERTY LINE

INTERIOR SETBACK
15' - 0" MIN
MTL-04
MTL-03
CONC-01
CONC-01
GL-05
GL-01
CONC-01
GL-05
GL-01
MTL-02
EIFS-01
MTL-01
CONC-01

SHADE STRUCTURE
11' - 0"
ARCH. PROJECTION
6"

SHADE STRUCTURE
6"
ARCH. PROJECTION
6"

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
63' - 0" 15' - 0"

ENTRY CANOPY
BEYOND
MTL-05

STEPBACK HEIGHT
20' - 0" STEPBACK HEIGHT
51' - 0"
GL-01

LAMINATED IGU

VISION GLASS
GL-05

LAMINATED IGU

SPANDREL GLASS
MTL-01

METAL PANEL
COLOR 01
MTL-02

METAL PANEL
COLOR 02
CONC-01

CONCRETE

SKIM COAT
EIFS-01

EXTERIOR

INSULATION AND

FINISH SYTEMS

W/ STUCCO
FINISH
MTL-03

MECH SCREEN
OPAQUE
MTL-04

MECH SCREEN

PERFORATED
MTL-05

CANOPY/TRELLIS

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A2.102

BUILDING ELEVATIONS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - WEST / HOLLISTON AVE01
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - WEST / HOLLISTON AVE (COLOR)02 08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"
16' - 0"15' - 0"15' - 0"15' - 0"17' - 0"OPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYOND 78' - 0"

OPEN TO BEYOND

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
15' - 0"63' - 0"

S HOLLISTON AVE
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"

OPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYONDOPEN TO BEYOND 16' - 0"15' - 0"15' - 0"15' - 0"17' - 0"
78' - 0"

OPEN TO BEYOND

S HOLLISTON AVE

STEPBACK HEIGHT
45' - 0"

PROPERTY LINE

BUILDING ENVELOPE
~8' - 3" - 8' - 6"
8' - 3" (VARIES)

SETBACK
5' - 0" MIN 3' - 0"

STEPBACK
8' - 0" MIN
21' - 7" - 21' - 11"
21' - 7" (VARIES)
6' - 7"

INTERIOR SETBACK
15' - 0" MIN

BUILDING ENVELOPE

PROPERTY LINE
MTL-04
MTL-03
CONC-01
CONC-01
GL-05
GL-01
CONC-01
GL-05
GL-01
MTL-02
EIFS-01
MTL-01
CONC-01
ARCH. PROJECTION
3"

SHADE STRUCTURE
3"

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
15' - 0"63' - 0"
GL-01

LAMINATED IGU

VISION GLASS
GL-05

LAMINATED IGU

SPANDREL GLASS
MTL-01

METAL PANEL
COLOR 01
MTL-02

METAL PANEL
COLOR 02
CONC-01

CONCRETE

SKIM COAT
EIFS-01

EXTERIOR

INSULATION AND

FINISH SYTEMS

W/ STUCCO
FINISH
MTL-03

MECH SCREEN
OPAQUE
MTL-04

MECH SCREEN

PERFORATED
MTL-05

CANOPY/TRELLIS

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A2.103

BUILDING ELEVATIONS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - SOUTH01
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - SOUTH (COLOR)02
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"
16' - 0"15' - 0"15' - 0"15' - 0"17' - 0"

OPEN TO BEYOND
78' - 0"

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
63' - 0" 15' - 0"

E GREEN ST
10' - 8"
LEVEL 01
0' - 0"

ROOF LEVEL
62' - 0"
LEVEL 04
47' - 0"
LEVEL 03
32' - 0"
LEVEL 02
17' - 0"
T.O. MEP SCREEN
78' - 0"

OPEN TO BEYOND
16' - 0"15' - 0"15' - 0"15' - 0"17' - 0"
78' - 0"

E GREEN ST

PROPERTY LINE (AFTER DEDICATION)

BUILDING ENVELOPE

PROPERTY LINE
8' - 0"
5' - 0"

SETBACK
3' - 0" MIN
4"

STEPBACK DEPTH
50' - 0" MIN

STEPBACK DEPTH
8' - 0" MININTERIOR SETBACK
15' - 0" MIN
MTL-04
MTL-03
CONC-01
CONC-01
GL-05
GL-01
CONC-01
GL-05
GL-01
MTL-02
EIFS-01
MTL-01
CONC-01

SHADE STRUCTURE
6"
ARCH. PROJECTION
6"

SHADE STRUCTURE
11' - 0"
ARCH. PROJECTION
6"
63' - 0" 15' - 0"

LOWEST ELEVATION AT
EXISTING GRADE (488.50)
MTL-05

STEPBACK HEIGHT
20' - 0"

STEPBACK HEIGHT
51' - 0"
GL-01

LAMINATED IGU

VISION GLASS
GL-05

LAMINATED IGU

SPANDREL GLASS
MTL-01

METAL PANEL
COLOR 01
MTL-02

METAL PANEL
COLOR 02
CONC-01

CONCRETE

SKIM COAT
EIFS-01

EXTERIOR

INSULATION AND

FINISH SYTEMS

W/ STUCCO
FINISH
MTL-03

MECH SCREEN
OPAQUE
MTL-04

MECH SCREEN

PERFORATED
MTL-05

CANOPY/TRELLIS

GREEN ST

HOLLISTON AVE

SHEET NOTES
LEGEND

VICINITY MAP
© Gensler
Date Description
Project Name
Project Number
Description
Scale
Seal / Signature
2025
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
As indicated
PAS-A2.104

BUILDING ELEVATIONS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - EAST01
SCALE: 1/8" = 1'-0"
PROPOSED BUILDING ELEVATION - EAST (COLOR)02
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL

GREEN ST

HOLLISTON AVE

SHEET NOTES

GENERAL NOTES

NOT TO SCALE
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
L
os Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
PAS-A4.101

PERSPECTIVE RENDERINGS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106

VIEW FROM GREEN ST,

LOOKING SOUTH

BUILDING ENTRY ON

GREEN ST
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL

GREEN ST

HOLLISTON AVE

SHEET NOTES

GENERAL NOTES

NOT TO SCALE
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
PAS-A4.102

PERSPECTIVE RENDERINGS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106

VIEW FROM HOLLISTON AVE,

LOOKING SOUTHEAST

VIEW FROM GREEN ST,

LOOKING EAST
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL

GREEN ST

HOLLISTON AVE

SHEET NOTES

GENERAL NOTES

NOT TO SCALE
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
PAS-A4.103

PERSPECTIVE RENDERINGS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106

VIEW FROM HOLLISTON AVE,

LOOKING NORTH

VIEW FROM HOLLISTON AVE,

LOOKING NORTH
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL

GREEN ST

HOLLISTON AVE

SHEET NOTES

GENERAL NOTES

NOT TO SCALE
2221 Rosecrans Ave
Suite 200
El Segundo, CA 90245
Tel 310.363.4700

NOT FOR

CONSTRUCTION
Tel 213.327.3600
Fax 213.327.3601
500 South Figueroa Street
Los Angeles, California 90071
United States

SAIFUL BOUQUET

DPR CONSTRUCTION
4665 MacArthur Ct
Suite 100
Newport Beach, CA 92660
Tel 949.955.3771
PAS-A4.104

PERSPECTIVE RENDERINGS

05.4988.000

CALTECH INNOVATION
CENTER

CALTECH

INNOVATION
CENTER
1364 East Green Street
Pasadena, CA 91106

VIEW FROM ADJACENT

PARKING LOT,

LOOKING NORTH

VIEW FROM HILL ST & GREEN ST,

LOOKING WEST
08/08/2025 CONCEPT DESIGN REVIEW SUBMITTAL
09/18/2025 CONCEPT DESIGN REVIEW SUBMITTAL

REVISION
11/05/2025 CONCEPT DESIGN REVIEW SUBMITTAL
REVISION 2
12/22/2025 CONCEPT DESIGN REVIEW

CONTINUANCE SUBMITTAL

Pasadena City CouncilMarch 2, 2026

Pasadena City Council
March 2, 2026