City of Anaheim
DEPARTMENT OF PUBLIC WORKS
September 11, 2024
Mr. Brian Myers
Anaheim Real Estate Partners, LLC
2101 E. Coast Highway, Suite 230
Corona Del Mar, CA 92625
VI
RE: DEV2023-00050: ocV!BE Master Site Plan Amendment No. 1 — Request for Deviation from Engineering Standards
Dear Mr. Myers,
The City has completed the review of your request to deviate from City of Anaheim Engineering Standards dated July 2, 2024. Your deviation request is as followed:
• Driveway Standard Deviations
o Driveway No. 13 (east side of Douglass Road, north of Stanley Cup Way) • Driveway location 85.6 feet north of Stanley Cup Way
Based on the justifications provided for the deviation request in Chapter 11 of the Master Site Plan Amendment (attached), your deviation requests have been approved. This approval is contingent on the driveway operating consistent with the Conditions of Approval associated with the driveway use in the MSP Amendment, subject to Planning Commission approval.
If you have any questions, please contact Rafael Cobian at (714) 765-4991.
Sincerely,
Cark Castellanos, PE
City Engineer
Attachment:
c: Rafael Cobian — City Traffic Engineer
David Kennedy — Associate Transportation Planner
Scott Koehm — Principal Planner
200 S. Anaheim Blvd., Suite 276
Anaheim, CA 92805
TEL (714) 765-5176
FAX (714) 765-5225
www.anaheim.net
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Master Site Plan
Amendment No. 1
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July 2, 2024
Applicant
Anaheim Real Estate Partners, LLC
do Brian Myers
2101E Coast Highway, Suite 230
Corona del Mar. CA 92625
Deviation from
Engineering
Standard Details
Chapter 11
OC VIBE OCVIBE Master Site Plan Amendment No. 1
Anaheim Real Estate Partners, LLC
The Applicant requests the following deviation to Engineering Standard Details:
1) Standard Detail 473: Allow for a vehicular driveway to access the loading dock for the proposed high-rise building in Options 1 and 3 on Douglass Road to be located 85.6' north of Stanley Cup Way, when a minimum of 110' would be required.
This driveway would serve the proposed loading dock at the high-rise Building 6 in Options 1 and
3. As shown in Figure 29— Building 6 Driveway Dimensions, the proposed driveway is 85.6' north of Stanley Cup Way, when a minimum of 110' would be required. The location of the driveway is to serve the loading dock at the base of the central elevator core of the high-rise building. The driveway would be gated and operated by property management. Residents, tenants, and guests would access the building via alternate driveways. In the event Option 2 — Type III Podium is pursued; this proposed driveway would be eliminated.
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