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Home My WebLink AboutPA2019-107 PRR PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: July 5, 2019 Building— Kennedy Public Works — Keely Please return PRR and Plans to Staff Planner Fire —Guzzetta David S. Lee, Assistant Planner Code Enforcement— Murray 949-644-3225, dlee(a-)_newportbeachca.goy Applicant: Ryan Oldham Contact: ryan(a-)-oldham-architecture.com Project Name Viola Retaining Wall Variance Address: 4709 Cortland Drive PA2019-107 VA2019-005/CD2019-### A request for a variance to demolish an existing retaining wall in the front setback adjacent to East Coast Highway and construct a new 14-foot high retaining wall with an additional 6-foot high glass rail above in the front setback. The original retaining wall was permitted through a modification permit (MD3928) in 1991, which permitted an over-height wall within the front setback(see attached conditions of approval). REPORT REQUESTED BY: July 17, 2019 PLANNING COMMISSION HEARING DATE: TBD Check all that apply: Notes: ❑ No comments on the project 1) The design of the retaining wall shall assume at rest as presented. ❑ Application of Standard Code pressures to minimize the movement and any potential requirements are not impacts on the existing water line. expected to alter the project 2) Provide a survey for the location of the existing 28 inch design. ❑ Recommended conditions of water main in relation to the proposed caisson location approval are attached. along the PCH side. ❑ Application of Standard Code requirements or the attached 3) _The-point of fixity for the design of caisson shall be conditions of approval will established by the soil report but in no case shall be less substantially impact or alter the design of the project. that 5 ft. below the bottom elevation of the existing 28 inch ❑ I contacted the applicant on water main. ❑ To schedule an appt. for 4) Provide a design for grade beam to support the concrete Code review wall gravity loads and torsional loads exerted by wall design. ❑ To discuss the following (see notes) Show means of tying into the caissons to transfer gravity and lateral loads. 5) Provide design for the railing and it's connection to support a 200 lb load in any direction acting at top of the rail. A top rail will be required unless designed as laminated tempered Tmplt: 06/07/19 meeting deflection requirements and strength by design analysis acceptable to the building official. 6) Define the allowable passive pressure diagram so it does not exceed the maximum allowable passive pressures. Provide mitigation measure to improve passive soil pressure capacity if the soil is wet below the existing water main elevation based on boring data and lab test for moisture content and shear test. 7) Show how the return wall will be connected to the existing stone wall without impacting the structural integrityay providing lateral soil pressure restraints given its vertical slope incline and irregularity. 8) Show mitigation measures that will be used to protect the exiting water main during construction operation without imposing vertical loads or equipment loads on the water main. Provide sequence of construction including load distribution of heavy equipment, drilling rigs, concrete forms and concrete conveyance equipment. 9) Comply with code for design of the retaining wall and other attached components. Samir Ghosn 3277 7-31-19 Signature Ext. Date Tmplt:06/07/19 PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: July 5, 2019 Building —Kennedy Public Works— Keeiy Please return PRR and Plans to Staff Planner Fire Guzzetta David S. Lee, Assistant Planner Code Enforcement— Murray 949-644-3225, dlee(d_)newportbeachca.gov Applicant: Ryan Oldham Contact: ryanCD-oldham-architecture.com Project Name Viola Retaining Wall Variance Address: 4709 Cortland Drive PA2019-107 VA2019-005/CD2019### A request for a variance to demolish an existing retaining wall in the front setback adjacent to East Coast Highway and construct a new 14-foot high retaining wall with an additional 6-foot high glass rail above in the front setback. The original retaining wall was permitted through a modification permit (MD3928) in 1991,which permitted an over-height wall within the front setback(see attached conditions of approval). REPORT REQUESTED BY: July 17, 2019 PLANNING COMMISSION HEARING DATE: TBD Check all that apply: -Votes- COMMWj's ❑ No comments on the project $t5f�- AAp,fAe. UPS, as presented. ❑ Application of Standard Code requirements are not expected to alter the project design. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements or the attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on ❑ To schedule an appt. for Code review 7 ❑ To discuss the following (see notes) Sign ure Ext. Date Tmplt: 06/07/19 PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: July 5, 2019 Building —Kennedy Public Works— Keely Please return PRR and Plans to Staff Planner Fire —Guzzetta David S. Lee, Assistant Planner Code Enforcement- Murray' 949-644-3225, dlee(aD-newportbeachca.gov Applicant: Ryan Oldham Contact: ryan(cDoldham-architecture.com Project Name Viola Retaining Wall Variance Address: 4709 Cortland Drive PA2019-107 VA2019-005/CD2019-### A request for a variance to demolish an existing retaining wall in the front setback adjacent to East Coast Highway and construct a new 14-foot high retaining wall with an additional 6-foot high glass rail above in the front setback. The original retaining wall was permitted through a modification permit (MD3928) in 1991,which permitted an over-height wall within the front setback(see attached conditions of approval). REPORT REQUESTED BY: July 17, 2019 PLANNING COMMISSION HEARING DATE: TBD Check all that apply: Notes: No comments on the project as presented. ❑ Application of Standard Code requirements are not expected to alter the project design. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements or the attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on ❑ To schedule an appt. for Code reviewi3 ❑ To discuss the following , (see notes) ignature Ext. Date Tmplt: 06/07/19 PROJECT REVIEW REQUEST COMMUNITY DEVELOPMENT DEPARTMENT Planning Division Please Distribute to: Date: July 5, 2019 Building—Kennedy Public Works— Keely Please return PRR and Plans to Staff Planner Fire' Guzzetta El David S. Lee, Assistant Planner Code Enforcement— Murray 949-644-3225, dlee(a)-newportbeachca.gov Applicant: Ryan Oldham Contact: ryana-oldham-architecture.com Project Name Viola Retaining Wall Variance Address: 4709 Cortland Drive PA2019-107 VA2019-005 /CD2019-### A request for a variance to demolish an existing retaining wall in the front setback adjacent to East Coast Highway and construct a new 14-foot high retaining wall with an additional 6-foot high glass rail above in the front setback. The original retaining wall was permitted through a modification permit (MD3928) in 1991,which permitted an over-height wall within the front setback(see attached conditions of approval). REPORT REQUESTED BY: July 17, 2019 PLANNING COMMISSION HEARING DATE: TBD Check all that apply; Notes: No comments on the project as presented. ❑ Application of Standard Code requirements are not expected to alter the project design. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements or the attached conditions of approval will substantially impact or alter the design of the project. ❑ 1 contacted the applicant on ❑ To schedule an appt. for Code review AX/I _. ❑ To discuss the following (see notes) Signature Ext. Date Tmplt:06/07/19