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HomeMy WebLinkAboutPA2019-120 Notice of Incomplete Filing_07012019_bmzF:\Users\PLN\Shared\PA's\PAs - 2019\PA2019-120\PA2019-120 Notice of Incomplete Filing_07012019_bmz.docx Tmplt. 02/09/11 COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 Fax: 949-644-3229 www.newportbeachca.gov NOTICE OF INCOMPLETE FILING July 1, 2019 Sent via electronic mail Brandon Architects, Inc. Attention: Tyler Wilson tyler@brandonarchitects.com Application No. Staff Approval No. SA2019-003 (PA2019-120) Moriarty Grade Establishment Address 20462 Birch Street Please be advised that after reviewing the subject application, your submittal has been deemed incomplete and further information is required before we are able to proceed with the application process. The following documentation is required to complete the application: 1. Project Description and Justification. Please provide a more detailed project description and narrative that helps to substantiate the request to establish the alternate grade plane. The following is a list of suggestions to help you be responsive to this request. Two example actions and applications are attached to give you a better idea of what type of documentation you may want to consider submitting. a. Respond to the findings to consider establishing an alternate grade plane. They are as follows: i. The existing grade on the subject lot has been previously altered or other conditions are present to the degree that the existing grade is not representative of the prevailing grades on adjoining lots and/or the general area and, therefore, is not appropriate for the purpose of establishing the grade of the subject lot.; and ii. The grade is reasonable and comparable with the grades of adjoining lots and will not be detrimental or injurious to property and improvements on adjoining lots. b. Provide some history on previous development of the lot and the general surrounding area to demonstrate the lot has been altered. Are there previous grading plans that could be provided? F:\Users\PLN\Shared\PA's\PAs - 2019\PA2019-120\PA2019-120 Notice of Incomplete Filing_07012019_bmz.docx Page 2 c. The photographs submitted are not as helpful as they could be since there are no directional labels and it is difficult to understand the context. Consider referencing the photographs in the expanded narrative or provide captions for each photograph with a key map showing where each was taken from. d. The submitted Planning Permit Application briefly mentions “drainage issues.” Please expand to clarify how this is relevant to the request at hand. 2. Project Plans and Exhibits. Please be advised, the requested alternate grade plane will be reviewed irrespective of the design of the proposed structure. Please consider simplifying the submittal to focus more on the existing topography of the lot and why using the prescribed methodology in the Zoning Code for establishment of grade is inappropriate in this particular case. In essence, you do not need to (and should not) provide detailed floor plans and design plans for the new structure. Please provide the following plans and/or exhibits to substantiate your request: a. Stamped and signed existing topographic survey. b. Stamped and signed suggested established grade exhibit. This is usually prepared by a licensed civil engineer or a licensed land surveyor. c. If you are going to provide a set of plans or exhibits specific to this application, please clean up the index to indicate only the sheets that are attached. 3. Digital Copy. Once all of the above requests are considered and addressed, please provide a resubmittal in digital format. Upon verification of completion, the application will be processed and scheduled for action. Should you have any questions regarding submittal requirements, please contact me at 949-644-3253 or bzdeba@newportbeachca.gov. By: Benjamin M. Zdeba, AICP Associate Planner Attachments: Examples of Prior Grade Establishment Action and Application c: Richard Moriarty nbvineyards@gmail.com COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 (949) 644-3200 www.newportbeachca.gov COMMUNITY DEVELOPMENT DIRECTOR ACTION LETTER APPLICATION: Staff Approval No. SA2018-003 (PA2018-032) APPLICANT: Welch Design Studio LOCATION: 401 Avocado Avenue Grade Determination LEGAL DESCRIPTION Lot 185 of Tract 2813 On March 22, 2018, the Community Development Director approved Staff Approval No. SA2018-003 to establish grade for the purpose of measuring heights using the original grade profile of the site that existed prior to the 1953 development of the existing residence and allow structure heights to be measured from the grade directly below. This approval is based on the following findings and subject to the following conditions. LAND USE AND ZONING  Zone: R-1 (Single-Unit Residential)  General Plan: RS-D (Single-Unit Residential Detached)  Coastal Zone: R-1 (Single-Unit Residential)  Coastal Land Use Plan: RSD-A (Single Unit Residential Detached) DISCUSSION The subject parcel is a large, 101,748-square-foot lot located between Avocado Avenue and Bayside Drive in Corona del Mar. The slope characteristics of the lot are unique in that the lot slopes in multiple directions and includes two relatively flat pads separated by a steep slope. The property is currently developed with a single-unit dwelling constructed in 1953 along the upper pad and a tennis court constructed on the lower pad. (Attachment CD 1). Due to the site’s 1953 improvements, portions of the original grade have been substantially altered with retaining walls resulting in extensive excavation and fill areas (Attachment CD 2). The current existing grade elevations for those portions of the site no longer represent the natural topography of the lot and therefore not appropriate for determining the grade from which heights should be measured. The applicant has prepared a topographic grade exhibit to be used as the grade for height measurement purposes (Attachment CD 3). This exhibit is based on the actual topographic survey of the site conditions and interpolates the natural contours for those portions of the site that were altered in 1953. PA2018-032 Welch Grade Determination March 22, 2018 Page 2 In addition, the applicant is requesting heights be measured from the grades directly below the structure’s roof features rather than the grade plane method currently specified in the Zoning Code. Pursuant to Newport Beach Municipal Code (NBMC) Subsections 20.30.050.B and 21.30.050.B (Establishment of Grade), on lots with slopes greater than five percent, the established grade from which structure height is measured is determined by placing five evenly spaced points along both side property lines and connecting each point with the corresponding point on the opposite side property line to establish an equidistant elevation grade along the width of the property. The intent of this code is to simplify the measurements of height and save time for staff, property owners, and builders. However, this method of grade establishment does not work in this case because of the unique grade profile of the site, multiple flat spots, and slopes in multiple directions. Utilizing this methodology would result in interpolated elevations excessively below (approximately 11 feet) the actual grade elevations of the property along the upper pad portion of the site. Conversely, the interpolated grade elevations would result in interpolated grades excessively above (approximately 17 feet) the actual grade elevations of the property along the lower pad portion of the site and the slope separating the two pads. Therefore, utilizing this methodology would result in a grade plane that is not representative of the prevailing grades in the area or of the original topography (Attachment CD 3). The purpose of this grade determination is to ensure development on-site is not artificially lowered or raised by providing a more precise measurement using the vertical distance between the highest points of the structure and the grades directly below using the natural grade contours of the site. FINDINGS In accordance with NBMC Subsections 20.30.050(C) and 21.30.050(C) (Grade Establishment by Director), if the Community Development Director finds that the existing grade on the subject lot has been previously altered (e.g., contains retaining structures, property line walls, planters, or excavation/fill), or other conditions are present to the degree that the existing grade is not representative of the prevailing grades on adjoining lots and/or the general area and, therefore, is not appropriate for the purpose of establishing the grade of the subject lot, the Community Development Director may establish the grade that is reasonable and comparable with the grades of adjoining lots and that will not be detrimental or injurious to property and improvements on adjoining lots. Finding: A. The existing grade on the subject lot has been previously altered or other conditions are present to the degree that the existing grade is not representative of the prevailing grades on adjoining lots and/or the general area and, therefore, is not appropriate for the purpose of establishing the grade of the subject lot. PA2018-032 Welch Grade Determination March 22, 2018 Page 3 Facts in Support of Finding: 1. The existing grades on the subject property have been altered with structures, significant excavation/fill, and retaining walls artificially lowering and raising the current elevations from the original topography. Utilizing the original topography of the site that existed prior to the 1953 improvements and interpolating the portions of that the site that have been altered to its natural slope is appropriate in this case and is representative of the prevailing grades that naturally existed on the lot. 2. The current methodology to establish the grade plane from which structure height is measured is determined by measuring five evenly spaced points along each of the two side property lines and connecting each of the points along a side property line with the corresponding point on the opposite side property line. Although the northwesterly side of the lot is significantly lower than the southeasterly side of the lot, the grade differential is not a linear slope, but rather occurs as a steep slope between two flatter pads. Utilizing the methodology specified in the Code results in interpolated elevations excessively below the actual grade elevations along the upper pad of the property, elevations excessively higher than the actual grade elevations along the lower pad and slope, and overall not representative of the prevailing grades in the area or of the original topography. Finding: B. The grade is reasonable and comparable with the grades of adjoining lots and will not be detrimental or injurious to property and improvements on adjoining lots. Facts in Support of Finding: 1. The proposal will provide a grade plane that is representative of the original topography of the lot that existed prior to the 1953 improvements of the existing home and the neighboring residences at the time of development. 2. The proposed grade establishes elevations consistent with natural topography of the site and requires building heights to be measured from the grade directly below each feature to ensure building height conforms to the original topography of the site as accurately as possible. 3. The property will be required to comply with all applicable development standards of the Zoning Code, which are in place to prevent detriment or injury to the existing property and neighboring properties and improvements on adjoining lots. PA2018-032 Welch Grade Determination March 22, 2018 Page 4 Finding: C. The project is exempt from environmental review under the requirements of the California Environmental Quality Act Guidelines pursuant to Section 15303, Class 3 (New Construction or Conversion of Small Structures). Fact in Support of Finding: Class 3 exempts the demolition and construction of limited numbers of new, small facilities or structures including one single-family residence in a residential zone. The proposed project would ultimately consist of the demolition of one single-family residence and the construction of a new single-family residence within the R-1 District. The subject grade determination is consistent with this exemption, as it is relates to the future construction of a residence. CONDITIONS 1. A copy of this action letter including the findings and conditions shall be copied onto the building plans. 2. Grades for the purpose of measuring heights for the principal and accessory structures shall be measured from the topographic map stamped with the date of this approval and identified as Attachment CD 3 - Grade Establishment (GP-04). 3. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorneys ’ fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of the Welch Grade Determination including, but not limited to, the SA2018-003 (PA2018-032). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon dem and any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. PA2018-032 Welch Grade Determination March 22, 2018 Page 5 APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development or City Clerk, as applicable, within fourteen days following the date the action or decision was rendered. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: Approved by: Attachments: CD 1 Vicinity Map CD 2 Current Topographic Survey CD 3 Natural Grade Plane Analysis (GP-01 –GP-03) CD 4 Established Grade (GP-04) PA2018-032 Attachment No. CD 1 Vicinity Map PA2018-032 Welch Grade Determination March 22, 2018 Page 7 VICINITY MAP Staff Approval No. SA2018-003 PA2018-032 401 Avocado Avenue PA2018-032 Attachment No. CD 2 Current Topographic Survey PA2018-032 2/6/2018 PA2018-032 Attachment No. CD 3 Established Grade (GP-04) PA2018-032 (62)(5 8 )(5 8 )(5 9 )(59)(6 1 )(61)(62)(63)(64)(66)(67)(68)(69)(71)(42)(42)(43)(43)(44)(44)(46)(46)(47)(47)(48)(48)(49)(49)(51)(52)(53)(54)(56)(57)(58)(59)(61)(62)(63)(64)(66)(67)(68)(69)(71)(72)(73)(74)(16)(17)(1 8 ) (1 9 ) (2 1 ) (2 2 ) (2 3 ) (2 4 ) (2 6 ) (2 7 ) (2 8 ) (2 9 ) (3 1 ) (3 2) (3 3) (34 ) (3 6 ) (3 7 ) (3 8 ) (3 9 ) (4 1 ) (4 2 ) (4 3 ) (4 4 ) (4 6 ) (4 7 ) (4 8 ) (4 9 ) (5 1 ) (5 2 ) (5 3 ) (5 4 ) (5 6 ) (5 7 ) (5 8 ) (5 9 ) (6 1 ) (6 2 ) (6 3 ) (6 4 ) (6 6 ) (6 7 ) (6 8 ) (6 9 ) (7 1 ) 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8"TREE(78.28)FL(78.57)FS(78.28)FSTENNIS COURTEXISTINGBUILDINGGM 24"TREE 24"TREE 30"TREESDMH 6"TREEGM 8"TREE 12"TREE 12"TREE 12"TREE 12"TREE 24"TREE 24"TREE 18"TREE 24"TREE 24"TREE 36"TREE 36"TREE 36"TREESDMH 48"TREEWMSMH 6"TREE 12"TREE 36"TREE 36"TREEVAULT 48"TREE 36"TREESMH 8"TREE 8"TREE 48"TREE 24"TREE 12"TREE 6 5' 75' 60' 65' 7 0 ' 15' 20' 2 5 ' 3 0' 3 5 ' 4 0 ' 4 5 ' 5 0 ' 5 5 ' 60' 6 5 ' 7 0 ' 7 5 ' 15' 20' 25' 30' 35' 40' 40' 40' 4 5 ' 45' 5 0 ' 50' 5 5 ' 6 0 ' 70' INTERPOLATED NATURAL TOPOGRAPHYSURVEY LINESDATE SCHEMATICARCHITECTPROJECTSCALE:SNWELCH ESIGN TUDIODS3 1 0 9 0 5 8 8 5 5E L S E G U N D O C A L I F O R N I AWWW.WELCHDESIGNSTUDIO.COM1" = 20'-0"03/16/2018ESTABLISHED GRADEPRIVATE RESIDENCE401 AVOCADO AVE.CORONA DEL MAR, CAGP-04PA2018-032 Attachment No. CD 4 Natural Grade Plane Analysis (GP-01 –GP-03) PA2018-032 5 5 ' 60' 6 5' 75' 60' 65' 70' 1 5 ' 2 0 ' 2 5 ' 3 0 ' 3 5 ' 4 0 ' 4 5 ' 5 0 ' 5 5 ' 60 ' 6 5 ' 7 0 ' 7 5 ' 15' 2 0 ' 25 ' 3 0' 35' 40' 4 5 ' 45' 5 0 ' 50' 5 5 ' 6 0' 70' 40' 5GP-034GP-033GP-032GP-031GP-03P5P4P3P2P1P1aP1bP1cP1dP2aP2bP2cP2dP3aP3bP3cP3dP4aP4bP4cP4dP5P4P3P2P1P4dP4cP4bP4aP3dP3cP3bP3aP2dP2cP2bP2aP1dP1cP1bP1a20' - 0"3 5 ' E L E V A T IO N (N A V D 8 8 )20' - 0"INTERPOLATED NATURAL TOPOGRAPHYNATURAL TOPOGRAPHYEVENLY SPACED LINE -PRIMARYEVENLY SPACED LINE -SECONDARYDATE SCHEMATICARCHITECTPROJECTSCALE:SNWELCH ESIGN TUDIODS3 1 0 9 0 5 8 8 5 5E L S E G U N D O C A L I F O R N I AWWW.WELCHDESIGNSTUDIO.COM1" = 20'-0"03/16/2018NATURAL GRADE PLANEANALYSIS -SITE PLANPRIVATE RESIDENCE401 AVOCADO AVE.CORONA DEL MAR, CAGREATER THAN 5% SLOPE PLANEGREATER THAN 5% SLOPE PLANEGREATER THAN 5% SLOPE PLANEGP-01PA2018-032 DATE SCHEMATICARCHITECTPROJECTSCALE:WELCH ESIGN TUDIODS3 1 0 9 0 5 8 8 5 5E L S E G U N D O C A L I F O R N I AWWW.WELCHDESIGNSTUDIO.COM03/16/2018NATURAL GRADE PLANEANALYSIS -EXP. AXON.PRIVATE RESIDENCE401 AVOCADO AVE.CORONA DEL MAR, CAGREATER THAN 5% SLOPE PLANEGP-02PA2018-032 PROPERTY LINEPROPERTY LINE3' - 5 1/4"GREATER THAN 5% SLOPE PLANE29' NATURAL GRADE OFFSET29' - 0"29' - 0"NATURAL GRADEPROPERTY LINEPROPERTY LINE17' - 1"29' - 0"29' - 0"1' - 6 1/2"GREATER THAN 5% SLOPE PLANE29' NATURAL GRADE OFFSETNATURAL GRADEPROPERTY LINEPROPERTY LINE7' - 1"8' - 10 1/4"GREATER THAN 5% SLOPE PLANE29' NATURAL GRADE OFFSET29' - 0"29' - 0"NATURAL GRADEPROPERTY LINEPROPERTY LINE10' - 1 3/4"GREATER THAN 5% SLOPE PLANE29' NATURAL GRADE OFFSET11' - 3 3/4"NATURAL GRADEPROPERTY LINEPROPERTY LINE7' - 2 1/4"GREATER THAN 5% SLOPE PLANE29' NATURAL GRADE OFFSETNATURAL GRADE 29' - 0"DATE SCHEMATICARCHITECTPROJECTSCALE:WELCH ESIGN TUDIODS3 1 0 9 0 5 8 8 5 5E L S E G U N D O C A L I F O R N I AWWW.WELCHDESIGNSTUDIO.COM1" = 20'-0"03/16/2018NATURAL GRADE PLANEANALYSIS -SECTIONPRIVATE RESIDENCE401 AVOCADO AVE.CORONA DEL MAR, CASCALE: 1" = 20'-0"P1 -SECTION1SCALE: 1" = 20'-0"P2 -SECTION2SCALE: 1" = 20'-0"P3 -SECTION3SCALE: 1" = 20'-0"P4 -SECTION4SCALE: 1" = 20'-0"P5 -SECTION5GP-03PA2018-032 PA2018-032 Community Development Department Planning Permit Application CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, Califomla 92660 949 644-3200 newportbeachca.gov/communltydevalopment 1. Check Pennlts Requested: "lZt Staff Approval '15 Tract Map 0 Approval-In-Concept -AIC # D Lot Merger D Coastal Development Pennit D Limited Tann Permit - O Waiver rcr Da Mlnlmls Development D Seasonal D < 90 day 0>90 days D Traffic Study 0 Coastel ResldenUal Development O Modification Permit 0 Use Permit -OMlnor [JCondltlanal 0 Condominium Conversion O Off.Site Parking Agreement 0 Amendment ta existing Use Permit D Variance 0 Comprehensive Sign Program O Planned Community Development Plan D Development Agreement O Planned Development Permit 0 Amendment-OCode OPC OGP OLCP 0 Other: D Development Plan D Site Development Review -D Major D Minor D Lot Une Adjustment O Parcel Map 2. Project Address(es)/Assessor's Parcel No s 401 Avocado Ave. Corona def Mar, Newport Beach, CA APN(s): 050-336-28 & 050-336-29 3. Project Description and Justification (Attach additional sheets if necessary): Determine Established Grade: Standard methods per section 20.30.050 are not appropriate for the purpose of establishing the grade for this particular lot. 4 Ap II nt/c N I Welch Design Studio I . p ca ompa~n!l.y..!!!a~m!.!!e:.:-==================;------;::::=======i- MaUJng Address I 2280 E. Maple Ave Suite/Unit ';:j =====.I City j El Segundo State I CA I Zip ! 90245 I I 310-905-8855 I I I I marc@WelchDesignStudio.com I Phone Fax .... ____ __. EmalJ .... ___________ ..... _ 5• Contact/Compan ~ Name I Marc Wel c h / Wel c h Desig n St u dio j Mallln g Address L Sam e as above Suite/Unit';:! ====~' city _! ;:::=====:;-----;=::==~sta1e .__I -;;::=::===l~21 e!::.!:I ====I Phone _! _____ I Fax _l ____ I Email _[----------' I C A Avoc ado 401415 , LLC I 6. Owner Name '""--;===================,-----;:=====- Mallln g Address I 14747 N. Northsight Blvd. Suite/Unit! 111-431 I City f Scottsdale State ... I A_Z-;::=:=====-' ....:Z=:!l~p =' =85=2=60===:' Phone 1 602-380 -1051 I I j I mpacheco@vtcompanies.com I _ Fax -----Email . ~ 7. Property Owner's Affidavit*: (I) r,Ne) I CA Avocado 401415, LLC ! depose and say that (I am) (we are) the owner(s) of the property Oes) Involved In this application. {I) r,Ne) further certify, under penalty of pe · foregoing statements and answers herein mntalned and the Information herewith · are In and correct to the best of (my) (our) knowledge and belief. ~--.... ""-----------Title : I Secretary I Date: I 1-19-2018 Signature(s): _____________ Title:._! ________ .....,I Date: ,_j ____ ___. *May be signed by the lessee or by an authorized agent If written authorization from the owner of record Is flied concurrenuy, with the eppHcalion. Please note, the owner(s)' signature for ParceVTract Map end Lot Une Adjustment App lication must be notarized. Project: 401 Avocado, Corona del Mar, Newport Beach, CA Re: Grade Determination – Alternate method – Irregular property. Date: February 01, 2018 Newport Beach Community Development Department, Welch Design Studio, in its code analysis for this property, and working with Sr. Planner Jamie Murillo, is requesting that an alternative approach for determining the Grade Plane be granted. The City’s typical methods for establishing a grade plane per code section 20.30.050 are not appropriate for a parcel such as 401 Avocado where the topography has such significant variations. This was agreed upon in our working with Jamie Murillo. Our approach: We met with Sr. Planner Murillo on different occasions and showed him our analysis of the site’s topography. Our analysis illustrated that the “Greater than 5% slope method,” if applied to this property would cause a significant hardship to the property owners. This analysis is included in this package. Mr. Murillo’s recommendation was that we apply for an alternate grade plane determination. He agreed with our analysis in that the typical method creates unnecessary hardship for this property. In this alternative method, the site’s topography, from a current survey, would be analyzed to establish the site’s “Natural Grade.” This natural grade, would be reviewed by the surveyor of record, and become the site’s established grade plane. This grade plane would be used to determine building heights. This method for determining natural grade, has been used in the past by the city. As a reference we were provided with the submittal package used for 2495 Ocean Blvd. This same alternative method used for irregular properties such as 401 Avocado, is far more representative of the site’s characteristics than using the “Greater than 5% slope method.” The parcel is an irregularly-shaped lot in the Bluff Overlay zone. The property is currently developed with a single family residence. Subsequent to the site’s improvements, the original grade of the subject property has been significantly altered with retaining walls and structures and grade alteration. In many areas, the current existing grade elevations no longer represent the natural topography PA2018-032 W ELCH I D ESIGNISTUDIO WELCI IDESIGNSTUDIO .COM HB.Lo@Y-18..CI-OESIGNSTUDIO.COM of the property and the bluff and therefore are not appropriate for determining the grade from which heights should be measured. The applicant is requesting that heights be measured from the grades directly below the structure’s roof and deck features rather than the grade plane method currently specified in the Zoning Code (Section 20.30.050). On lots with slopes greater than 5%, the established grade from which structure height is measured is determined by placing 5 evenly spaced points along both side property lines and connecting each point with the corresponding point on the opposite side property line to establish an equidistant elevation grade along the width of the property. The intent of this code is to simplify the measurements of height and save time for staff, property owners, and builders. However, this current method of grade establishment does not work because the site’s shape is so irregular, and the topography varies dramatically from all sides and directions, and also because of the size of the parcel. The purpose of this proposed grade determination method is to ensure development on-site is not artificially lowered or raised by providing a more precise measurement using the vertical distance between the highest points of the structure and the grades directly below using the original grades that existed prior to the improvements. Enclosed in this package are the following items: GP-01: Grade Plane Analysis – Site Plan This drawing uses the traditional Greater than 5% approach and is part of the analysis that illustrates the hardship using this method. GP-02: Natural Grade Analysis – Axonometric This drawing graphically shows the typical grade plane (red) and its inability to accurately represent the site’s varied topography. GP-03: Natural Grade Analysis – Sections This drawing indicates cross sections taken through the five major areas of the site. This again illustrates the huge discrepancies between the typical grade plane method and the site’s varied topography GP-04: Natural Grade Plane Analysis This drawing represents the ‘Natural Grade’ and the grade where heights should be measured. This Natural Grade has been reviewed by the Surveyor of Record (Apex Land Surveying) and accurately represents the site’s natural grade. The surveyor’s approval is attached to this drawing. Survey This is the current survey for this property. PA2018-032 On behalf of the owners of 401 Avocado, Welch Design studio submits this package for your review and approval. Should you have any questions, please contact me. Sincerely, Marc Welch, AIA CEO, Welch Design Studio Marc@WelchDesignStudio.com www.WelchDesignStudio.com (Office) (310) 905-8855 (Cell) (310) 714-2904 PA2018-032 COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 Fax: 949-644-3229 www.newportbeachca.gov COMMUNITY DEVELOPMENT DIRECTOR ACTION LETTER Application No. Staff Approval No. SA2016-011 (PA2016-134) Applicant Eric Trabert & Associates Site Address 208 Evening Canyon Road 208 Evening Canyon Road Grade Determination Legal Description Lot 49, Tract 1116 On October 21, 2016, the Community Development Director approved Staff Approval No. SA2016-011 to establish a grade plane for the purpose of measuring building height for a new single family home. The grade plane is based on the existing elevation contours of the subject property and the adjacent property to the north. It consists of four elevation points located at the corners of the proposed building footprint. The elevation points create the base from which height shall be measured, consistent with Newport Beach Municipal Code Section 20.30.50(B)(2) (Grade Establishment – Establishment of Grade – Five Percent or Less Slope). This approval is based on the following findings and subject to the following conditions. ZONING DISTRICT/GENERAL PLAN  Zone: R-1-6000 (Single Unit Residential)  General Plan: RS-D (Single Unit Residential Detached) DISCUSSION The subject property is currently developed with a single family home including a partially subterranean garage on the northwest corner of the property. At the time of development of the home in 1951, the grade was significantly altered to construct the partially subterranean garage. The existing topographic elevations have been surveyed using the North American Vertical Datum of 1988 and certified by a professionally licensed land surveyor (Attachment No. CD 2). As a result of the previous construction, the northwest side of the lot is significantly lower than the rest of the lot, and the existing grade elevation no longer represents the previously existing natural topography of the property. Therefore, the existing elevation point is not appropriate for determining the established grade from which building height shall be measured. PA2016-134 208 Evening Canyon Road Grade Determination October 21, 2016 Page 2 Tmplt: 04/01/16 The applicant has prepared an exhibit to determine an appropriate grade plane for redevelopment of the lot. The exhibit connects existing contour lines on the subject property and the adjoining property to the north (212 Evening Canyon Road) to approximate the natural grade of the northwest corner of the lot prior to construction of the partially subterranean garage. The purpose of this grade determination is to ensure the height of development is based on conditions that are more representative of the site’s natural topography and is in character with the surrounding area. FINDINGS In accordance with Zoning Code Section 20.30.050(C) (Grade Establishment – Establishment by Director) if the Community Development Director finds that the existing grade on the subject lot has been previously altered (e.g., contains retaining structures, property line walls, planters, or excavation/fill), or other conditions are present to the degree that the existing grade is not representative of the prevailing grades on adjoining lots and/or the general area and, therefore, is not appropriate for the purpose of establishing the grade of the subject lot, the Community Development Director may establish a grade that is reasonable and comparable with the grades of adjoining lots and that will not be detrimental or injurious to property and improvements on adjoining lots. Finding: A. The existing grade on the subject lot has been previously altered or other conditions are present to the degree that the existing grade is not representative of the prevailing grades and/or the general area and, therefore, is not appropriate for the purpose of establishing the grade of the subject lot. Facts in Support of Finding: 1. The existing grade on the subject property was altered when the home and partially subterranean garage were constructed in 1951. Specifically, the northwest side of the property was altered such that this corner is significantly lower than the rest of the lot. The existing grade is therefore not appropriate for the purpose of establishing grade and measuring height, and would result in a grade that is inconsistent with the surrounding area. 2. Connecting existing contour lines between the subject property and the adjoining property to the north is appropriate in this case because it closely approximates the natural grade of the lot prior to the development of the partially subterranean garage and is in character with the adjoining lot and other homes on the street Finding: B. The grade is reasonable and comparable with the grades of adjoining lots and will not be detrimental or injurious to property and improvements on adjoining lots. PA2016-134 208 Evening Canyon Road Grade Determination October 21, 2016 Page 3 Tmplt: 04/01/16 Facts in Support of Finding: 1. The proposed grade plane is based on the existing grade at the subject property and the grade of the adjoining property to the north and is slightly lower than the grade of the adjoining lot; therefore, it is compatible with the adjoining lots. 2. The proposed grade establishes elevations consistent with the previously existing natural topography of the site and requires building heights to be measured from an established grade, a methodology consistent with the neighboring lots. 3. The property will be required to comply with all applicable development standards of the Zoning Code which are in place to prevent detriment or injury to the existing property and neighboring properties and improvements on adjoining lots. CONDITIONS 1. A copy of this action letter including the findings and conditions shall be copied onto the building plans. 2. The height of the principal structures shall be based on the grade plan exhibit provided, stamped with the date of this approval and identified as Attachment No. CD 3. 3. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of the 208 Evening Canyon Road Grade Determination including, but not limited to, SA2016-011 (PA2016-134). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. APPEAL PERIOD An appeal or call for review may be filed with the Director of Community Development or City Clerk, as applicable, within fourteen (14) days following the date the action or decision was rendered. For additional information on filing an appeal, contact the Planning Division at (949) 644-3200. PA2016-134 208 Evening Canyon Road Grade Determination October 21, 2016 Page 4 Tmplt: 04/01/16 On behalf of Kimberly Brandt, AICP, Community Development Director By: GBR/cc Attachments: CD 1 Vicinity Map CD 2 2016 Topographic Survey (NAVD88) CD 3 Grade Plane Exhibit PA2016-134 Attachment No. CD 1 Vicinity Map PA2016-134 Tmplt: 04/01/16 VICINITY MAP Staff Approval No. SA2016-011 PA2016-134 208 Evening Canyon Road PA2016-134 Attachment No. CD 2 Topographic Survey PA2016-134 PA2016-134 2 3 5 6 LEGEND ---- -)(; X ~: ~--~ ... · .. ~ I . • ~ %722722 =/= tttittitt> FF FS TG INV TC EP TW s A BENCHMARK NOTE: OCSBM 3K-47-92 ELEV=154.103 A ESTIMATED PROPER'fY LINE FENCE CONCRETE SURFACE MASONRY WALL WOOD WALL ROCK WALL FINISHED FLOOR FINISHED SURFACE TOP OF GRATE INVERT OF PIPE TOP OF CURB EDGE OF PAVEMENT TOP OF WALL FOUND MONUMENT SURVEY CONTROL POINT NAVD88 DATUM, 1999 ADJ. EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. BOUNDARY NOTE: B THE PLAT SHOWN HEREON REPRESENTS A BEST FIT OF' THE RECORD BOUNDARY TO THE FOUND MONUMENTS AND LINES OF' OCCUPATION. IT SHALL NOT BE CONSIDERED THE FINAL BOUNDARY. AND A BOUNDARY SURVEY IS RECOMMENDED PRIOR TO DESIGN OR CONSTRUCTION OF' IMPROVEMENTS. A B ~~'>ll> 1i'P• t 1'· ' A b . A Cl 1<1'. 0 0:: z 0 1>-z <I'. (.) I~ I -z Li.I > Li.I \ \ C 3" ~ C 25' 12 I I A I I I \ I 0 E LOT 50 ! Existilg re5/denc.e ef)'p ef)·,..---..___-..Jr----------------.....Jf,v> ~TIIIl~ • ef)'I> ef>" 11 :i. ~ • 11 · ',_ "-, " " ,. 11:i. " • " " ' " ,, ~j • " D Existilg re5/denc.e / " ..__ - LOT 49 TRACT 1116 ------ E b ·.· 4 ' ? 4· 11:fl 4 4 ' ----· -- F G H ' 4" 11~ A ' hA 4 ' f> ' ·' 4 ' . '.;1 :ll· ""'· 41 ·. Existilg re$/denc.e LOT 48 ..-,0 -,.. ----· ~- 1'>iiP • / / / / F G H SCALE: 1/8"=1' PLANS PREPARED BY: TOAL ENGINEERING, INC. CIVIL ENGINEERING LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 949.492.8586 www. toa Jeng l neeri ng. com VIKTOR P. MEUM P.LS. 8682 DATE: /0-7-'J.c>fb PREPARED FOR FRED COUPLES >-w > 0::: ::::> Cf) u I c.. ~ (9 0 c.. 0 I- DATE: 6-6-16 SURVEY DATE: 5-26-16 ORN.: MCH CHO .. MSF APPD.: VM JOB NO. 16102 >-"' if) z 0 Y) > w Q'. ~ z 0:: 0 u.. ::J < () ::c () <D < ~ lJ.I ~ C!l ~ 1-- 1--0:: () 0 ~ a. 1--~ c;iZ 'St • 1--z 0~ -' z < () (9 z z lJ.I > lJ.I co 0 N H. SCALE: 1/8"=1' V.SCALE: DWG.NO. TP-01 SHEET OF 1 1 f l i ! j m !!' I z l "' ~ ,s .. - Attachment No. CD 3 Grade Plane Exhibit PA2016-134 *PAD=77.50 JOB NO.SHEET 1 3 9 A v e n i d a N a v a r r o S a n C l e m e n t e , C A 9 2 6 7 2 9 4 9 . 4 9 2 . 8 5 8 6 w w w . t o a l e n g i n e e r i n g . c o m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G STORMWATER QUALITY OF PREPARED FOR:APVD. DATER E V I S I O N SBY DATE APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: FRED COUPLES 1/8"=1' - 10-05-16 EI AS CR 16102 1 1 C-1LOT 49, TRACT 1116208 EVENING CANYON, NEWPORT BEACH, CALIFORNIAEXHIBITGRADED PRIOR TO DEVELOPMENT*DENOTES: PA2016-134 PA2016-134 Community Development Department Planning Permit Application 1. Check Permits Requested: 0 Approval-in-Concept -AIC # 0 Limited Term Perm it - 0 Coastal Residential Development D Seasonal D < 90 day 0>90 days 0 Condominium Conversion D Modification Permit D Comprehensive Sign Program O Off-Site Parking Agreement 0 Development Agreement O Planned Community Development Plan 0 Development Plan O Planned Development Permit D Lot Line Adjustment D Site Development Review -D Major D Minor D Lot Merger D Parcel Map 2. Project Address(es)/Assessor's Parcel No(s) 1208 Evening Canyon, NB <, "I Ir "'1 CH 100 Civic Cen t er Drive Newport Beach, Ca lifornia 92660 949 644-3200 newportbeachca.gov/communi tydev elopment [j] Staff Approval 0Tract Map 0 Traffic Study D Use Permit -OMinor 0Conditional D Amendment to existing Use Permit D Variance 0 Amendment -OCode OPC OGP OLCP 0 Other: 3. Project Description and Justification (Attach additional sheets if necessary): !establishment of grade/director/staff approval 4. Company\ Applicant !Eric Trabert & Associates Mailing Address J9521 Irvine Center Drive City lirvine Phone J949-861-2244 Fax J861-2233 I r----1 Suite/Unit ';:::======· State lca I Zip l92618 I I Email leric@etadesign .com I 5 . Company\Contac;.:.t..::::====================,-----;======- Mailing Address Suite/Unit '-;:::=======i City '-----;=========.----;::=====---....:::State ~-;::::::======'__:Z::Jip!:....:::======. Fax .,___ _____ ___,! Email .,___ _____________ _, 6 . Owner Name ~IF_r-;:e=d=C=o=u=p=le=s===============::;------;::======-=- Mailing Address J 1851 Alexander Bell Dr. Suite/Unit J 410 '-;:::======:::'. City IReston State lvirginia I Zip 120191 Phone 1(703) 476-1717 I Fax .,__ ___ ____._ I Email .,__ _________ ___, 7. Property Owner's Affidavit*: (I) (>Ne)~-----------------------' depose and say that (I am) (we are) the owner(s) of the property (ies) involved in this application. (I) (We) further certify, und nalty of perjury, that the foregoing statemen·ts and answers herein contained and the information herew· submi ed are in all respects true and correct to the best of (my) (our) knowledge and belief. Sign ture(s) LI-Title ~ I Date: I drd#.b ~ foofMo/YEAR Signature(s): --------------Title: .,___ ________ __. Date: ~----~ *May be signed by the lessee or by an authorized agent if written authorization from the owner of record is filed concurrently with the application. Please note, the owner(s)' signature for Parcel/Tract Map and Lot Line Adjustment Application must be notarized. F :\Users\CDD\Shared\Admin\Planning_ Division\Applications\Application_ Guidelines\Planning Penn it Application -NEW .docx Rev : 02105115 PA2016-134 eric trabert & associates 9521 Irvine Center Olive . Irvine, California . 92618 . Ph: 949.861.2244 • Fax: 949.861.2233 July 15, 2016 City of Newport Beach 100 Civic Center Drive Newport Beach, CA. 92660 Subject: Assignment of agent to act on our behalf Re: Fred Couples residence -(208 Evening Canyon, NB) To whom it may concern, I, fu d. ~'5,/"'° _.., as owner(s) of the above listed property; do confirm that I have chosen Enc Trabert ( of Eric Trabert & Associates) to act on my behalf and submit required plans & materials to the City of Newport Beach. Sincerely yow·s, Date: PA2016-134 RAYMOND R. TOAL, RCE J 6889 OLAV S. MEUM , LS 43 84 MICHAEL A. ROTH, LS 62 I I TOAL ENGINEERING, INC. CIVIL ENGINEERS AND LAND SURVEYORS 139 Avenida Navarro , San Clemente, CA 92672 Tel: (949) 492-8586 • Fax: (949) 498-8625 ' August 23, 2016 Community Development Department Planning Division 100 Civic Center Drive Irvine, Ca. 92618 Att: Chelsea Crager Subject: Existing Grades prior to home 208 Evening Canyon • Newport Beach, Ca • JN 16102 Dear Ms Crager, CALEB 0. RIOS , RCE 57587 ADAM L. TOAL, RCE 59275 VlKTOR P. MEUM, LS 8682 We have received the planning departments letter dated August 2, 2016 that requests a description and justification of the exhibit our office prepared , dated July 12, 2016. The exhibit our office prepared represents "existing" grades prior to construction of the existing home. The pad elevation shown thereon of 78.5 feet was based on adjoining property pad elevations. The pad elevation of 78.5 feet matches the pad of the easterly property and is set approximately 2.5 feet lower than the northerly prope1ty. The contours and slope reflected along the westerly side of the property join in to meet the existing slope on the northerly property adjacent to the street. It is our opinion that the "existing" grades shown on our exhibit are in substantial conformance with the existing grades after completion of rough grading for the tract. If you have any questions regarding the foregoing, please call us at your convenience. C R/er N:I 16 1 XX\ 16 102\Mi sc\ex grades prior to sfr 16 10220 16-08-23 PA2016-134 RAYMOND R. TOAL, RCE 16889 OLAV S. MEUM, LS 4384 MICHAEL A. ROTH, LS 6211 ETA Inc Custom Residential Design 9521 Irvine Center Drive Irvine, Ca. 92618 Att: Eric Trabert Subject: Topographic Survey TOAL ENGINEE;RING, INC. CIVIL ENGINEERS AND LAND SURVEYORS 139 Avenida Navarro, San Clemente, CA 92672 Tel: (949) 492-8586 • Fax: (949) 498-8625 July 14, 2016 208 Evening Canyon• Corona Del Mar, Ca• JN 16102 Dear Mr. Trabert, CALEB 0. RIOS, RCE 57587 ADAM L. TOAL, RCE 59275 VIKTOR P. MEUM, LS 8682 Per your request we have prepared an exhibit reflecting our estimated existing grades on the subject property prior to construction of the existing structure. The exhibit is attached herewith, dated July 12, 2016. To estimate the original pad grade elevation we used the topographic survey prepared by our office, dated June 6, 2016, as a basis. Plan is also attached herewith. If you have any questions regarding the foregoing. please call us at your convenience. A2016-011 pA2016-134 for S Road 208 Eveninrtg i:~~~iates Eric Trabe CR/er N:\161XX\161021\Misc\16102 memo re existing grades 071416.doc