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HomeMy WebLinkAbout04_Bay House Demolition Coastal Development Permit_PA2018-041CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT a March 29, 2018 CgGIF00.N/ Agenda Item No. 4 SUBJECT: Bay House Demolition (PA2018-041) Coastal Development Permit No. CD2018-018 SITE LOCATION: 2100 East Balboa Boulevard APPLICANT: Shawna L. Schaffner, CAA Planning, Inc. OWNER: Bay House 2100, LLC PLANNER: David S. Lee, Planning Technician 949-644-3225, dlee@newportbeachca.gov LAND USE AND ZONING • General Plan: R-1 (Single -Unit Residential Detached) • Zone: R-1 (Single -Family Residential) • Coastal Land Use Category: RSD -C (Single -Unit Residential Detached — 10.0 - 19.9 DU/AC) • Coastal Zoning District: R-1 (Single -Unit Residential) PROJECT SUMMARY A coastal development permit (CDP) to demolish an existing 6,300 -square -foot dwelling with a detached 600 -square -foot garage. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. — approving Coastal Development Permit No. CD2018-018 (Attachment No. ZA 1). 1 Bay House Demolition Zoning Administrator, March 29, 2018 Page 2 Land Use and Development Standards The subject property is located in the R-1 Coastal Zoning District, which provides for single -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. Since the property is located in the Coastal Commission Appeal Area, a coastal development permit is required and a De Minims Waiver cannot be issued. The project is not eligible for a Categorical Exclusion from the need to obtain a coastal development permit due to its location on the waterfront. The subject property is currently developed with a single-family dwelling on an existing lot designated for residential development by the Local Coastal Program. The project applicant requests to demolish the existing 6,300 -square -foot, single-family dwelling and 600 -square -foot detached garage. After the demolition of the existing dwelling, the site will be landscaped to control erosion. Per Section 21.30.085 of the Local Coastal Program, landscaping has been conditioned to have low water demand and be drought tolerant. The planting of invasive species shall be prohibited. Subsequent construction of a replacement dwelling will require a separate coastal development permit at a later date. Water Quality The property is located within 100 feet of coastal waters. The project design addresses water quality with a construction erosion control plan that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access The project site is located on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project demolishes an existing single- family dwelling. A future single-family dwelling will be constructed under a separate coastal development permit. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project site is and sited so as not to block or impede existing public access opportunities. Vertical access to the bay front is available approximately 520 feet west of the subject property on K Street. The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify Tmp1r. 01/17/17 Bay House Demolition Zoning Administrator, March 29, 2018 Page 3 any other public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project involves the demolition of an existing single-family waterfront dwelling surrounded on three sides by single-family dwellings. The future development of the site with a replacement dwelling will be required to comply with all applicable LCP development standards. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 1 includes the demolition and removal of small structures including one single-family dwelling. The proposed project includes the demolition of an existing single-family dwelling located in the R-1 Coastal Zoning District. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners of property and residential occupants within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting that was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: David S. Lee, fanning Technician JM/dl Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmpl[: 01/17/17 3 Attachment No. ZA 1 Draft Resolution 4 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-018 TO DEMOLISH AN EXISTING SINGLE-FAMILY DWELLING LOCATED AT 2100 EAST BALBOA BOULEVARD (PA2018-041) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Shawna L. Schaffner, with respect to property located at 2100 East Balboa Boulevard and legally described as Parcel 4 of Resubdivision No. 250 requesting approval of a coastal development permit. 2. The applicant requests a coastal development permit to demolish an existing 6,300 - square -foot, single-family dwelling and 600 -square -foot, detached garage. 3. The subject property is located within the Single -Unit Residential (R-1) Zoning District and the General Plan Land Use Element category is Single -Unit Residential Detached (RS- D). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Single -Unit Residential — 6.0 — 9.9 DU/AC (RSD -B) and the Coastal Zoning District is Single -Unit Residential (R-1). 5. A public hearing was held on March 29, 2018, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15301, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Existing Facilities). 2. Class 1 includes the demolition and removal of small structures including one single-family dwelling. The proposed project includes the demolition of an existing single-family dwelling located in the R-1 Coastal Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: 5 Zoning Administrator Resolution No. ZA2018-### Paqe 2 of 5 Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The subject property is currently developed with a single-family dwelling on an existing lot designated for residential development by the Local Coastal Program. The project applicant requests to demolish the existing single-family dwelling. After the demolition of the existing dwelling, the site will be landscaped to control erosion. Per Section 21.30.085 of the Local Coastal Program, landscaping has been conditioned to have low water demand and be drought tolerant. The planting of invasive species shall be prohibited. Subsequent construction of a replacement dwelling will require a separate coastal development permit at a later date. 2. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code and Building Division standards and policies. 3. The property is located within 100 feet of coastal waters. The project design addresses water qualitywith a construction erosion control plan that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site is located on the Balboa Peninsula between the nearest public road and the sea. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project demolishes an existing single- family residence. A future single-family dwelling will be constructed under a separate coastal development permit. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project site is sited so as not to block or impede existing public access opportunities. Vertical access to the bay front is available approximately 520 feet west of the subject property on K Street. 2. The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project site may be located within the viewshed of distant public 01-03-17 M Zoning Administrator Resolution No. ZA2018-### Paqe 3 of 5 viewing areas. However, the project is for a demolition of an existing single-family dwelling. The future development of the site with a replacement dwelling will be required to comply with all applicable LCP development standards. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. 1.9x0111IEel 04EM91xyt:9Eel 01 NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-018, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED, AND ADOPTED THIS 29TH DAY OF MARCH, 2018 Patrick J. Alford, Zoning Administrator 01-03-17 Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 5 EXHIBIT "A" CONDITIONS OF APPROVAL 1. Landscaping of the site shall conform to the requirements of Section 21.30.075 (Landscaping) and Section 21.30.085 (Water Efficient Landscaping) of the Local Coastal Program Implementation Plan. Plant materials shall be selected for low water - demand and drought tolerance, and the planting of invasive species shall be prohibited. 2. All landscape materials and irrigations systems shall be maintained in accordance with the approved erosion control plan. All landscaped areas shall be maintained in a healthy and growing conditions and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 3. Construction activities shall comply with NBMC Section 10.28.040, which restricts hours of noise -generating construction activities to between the hours of 7 a.m. and 6:30 p.m., Monday through Friday and 8 a.m. and 6 p.m. on Saturday. Noise -generating construction activities are not allowed on Sundays or Holidays. 4. The development (the demolition of an existing single-family dwelling, detached garage, and appurtenant facilities) shall be in substantial conformance with the approved demolition plan stamped and dated with the date of this approval, (except as modified by applicable conditions of approval). 5. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 6. Coastal Development Permit No. CD2018-018 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 7. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 8. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 9. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 01-03-17 g Zoning Administrator Resolution No. ZA2018-### Paqe 5 of 5 10. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 11. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 12. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, wetland or their buffers. 13. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 14. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 15. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock piles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 16. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 17. 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 Bay House Demolition including, but not limited to, Coastal Development Permit No. CD2018-018 (PA2018-041). 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. 01-03-17 9 Attachment No. ZA 2 Vicinity Map 10 Bay House Demolition Zoning Administrator, March 29, 2018 Page 6 VICINITY MAP tlAl L`i iA IA VI � Coastal Development No. CD2018-018 PA2018-041 2100 East Balboa Boulevard TmpIC 01/17217 �1 Attachment No. ZA 3 Project Plans 12 i CJ y� --- --- - - LI EPI LINE OF LOT 11 AS FER PN il / S44 47'S6';W - NOTE: EXISTING HOUSE, GARAGE, AND ALL ON-SITE IMPROVEMENTS AT 2100 E. BALBOA BLVD. ARE TO BE DEMOLISHED AND REMOVED. THE ENTIRE LOT WILL THEN BE PLANTED FOR EROSION/DUST CONTROL PURPOSES, UNTIL BUILDING PLANS ARE APPROVED. __ tea— _ - _ 'RVItCTED IN FIACE) LOT 12 EXIST. HOUSE 2100 E. BALBOA BLVD T RA C7 -MOVED) EXIST 6'+/- - BE RE O' NO'01'56"W 2102 E. BALBOA BLVD. Ila �,,'s" II�J�RI� . �11 �- -._. f 713 O CU II W J Q U LEGAL DESCRIPTION: 2100 EAST BALBOA BLVD, NEWPORT BEACH, CA � 2021 E. BAY AVE I 'LI]f IB AND \J'Lti HALL LNf Il fRALf ]`i E., MM BK 23-7/8' CURVE DATA: CURVE DELTA RADIUS ARC LENGTH C1 4' 24' 37" 955.40 73.54 C2 3' 36' 37" 955.40 60.20 C3 7' 23' 59" 597.84 77.21 C4 15' 26' 07" 955.40 257.38 LEGEND -SYMBOLS: • AD = AREA DRAIN p kW - IRRIGATION CONTROL VALVE • MW = BACKFLOW PREVENTER rb = IRRIGATION PB STREET ABANDONED BY ORDER OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH BOLLARD RECORDED IN BOOK 511, PAGE 405 OF OFFICIAL RECORDS OF SAID ORANGE COUNTY, LP - LIGHT POLE a(B,V= D CBM- CATCH BASIN MANHOLE M = MANHOLE (UNKNOWN) W O 0 M GM= CABLE TV PULLBOX GD = CLEAN OUT CAL = COLUMN DS = CURB DRAIN DRAIIN GRATE �r = ELECTRICAL MANHOLE )� = ELECTRICAL METER 09 = ELECTRICAL PULLBOX • 13 '$R • D P1 FW RR PH � WCoO WM- = UTIL PEDESTAL ATOP 12" CONC BASE = POST INDICATOR VALVE - PILLAR -SIZE PER MAP = PARKING METER = POWER POLE =ROOF DRAIN = SEWER CLEANOUT STORM DRAIN MANHOLE ° ® Y s + ® • • M L/ FM PM OA 6L A4 SP BR = ELECTRICAL RISER - ELECTRICAL VAULT = FIRE DEPARTMENT CONNECTION = FIRE HYDRANT - GUY ANCHOR = GROUND LIGHT = GAS METER = GUARD POST = GAS RISER 0 T 11 1 �• TS M 7� 0 '.:': -- m PMI•' = SIGN = STREET LIGHT PULLBOX = STREET LIGHT - SANITARY SEWER MANHOLE = TELEPHONE MANHOLE = TRAFFIC SIGNAL = TRAFFIC SIGNAL PULLBOX - VENT = WATER METER 6 dV = GAS VALVE • PROPERTY LINE ZONING: = WATER RISER EASEMENT CENTERLINE — N 1W = WATER VALVE t 0 U n Do :' W T^ 01` o YI N / W -- a CE} -HIGH i TO BE PRbTECTED I PLACE) L 20 LOT 26`- O a GARAGE 7 5 6 5 �I o 1'+ - HI Y�AI TE CT I P E _ _ �_ EXIST 6 + IGkL W9LL— z 61 pp— � — POR_ 25 (ro BE PROTE ED IN PLACE} ? ° .a 1 — 4 M S2 TM E E T PUBLIC STREET THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BOryAtCo ORANGE, CITY OF NEWPORT BEACH, AND DESCRIBED AS FOLLOWS: PARCEL 1: LOT 12 AND THOSE PORTIONS OF LOTS 11, 19, 20, 25 AND 26 OF TRACT NO. 756, AS O SHOWN ON A MAP RECORDED IN BOOK 23, PAGES 7 AND 8 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, TOGETHER WITH THAT PORTION OF "M" STREET ABANDONED BY ORDER OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH RECORDED IN BOOK 511, PAGE 405 OF OFFICIAL RECORDS OF SAID ORANGE COUNTY, DESCRIBED AS FOLLOWS: 4.. PARCEL NO. 4, AS SHOWN ON A MAP FILED IN BOOK 13, PAGE 47 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID ORANGE COUNTY. PARCEL 2: y � EASEMENTS FOR INGRESS AND EGRESS INCLUDING VEHICULAR TRAFFIC OVER THE c F z y COMMON AREA ALL AS MORE PARTICULARLY DESCRIBED AND SET FORTH IN ARTICLE 11 OF THAT CERTAIN DOCUMENT ENTITLED ?DECLARATIO.N OF COVENANTS, CONDITIONS AND HGF RESTRICTIONS AND RESERVATION OF EASEMENTS'DATED DECEMBER 6, 1992 AND rx' RECORDED APRIL 16, 1993 AS INSTRUMENT NO. 1993-0250570, OF OFFICIAL RECORDS. I.AY rr "N'I',I" AY'uONI, APN:048-240-38 PROPERTY LINE ZONING: EASEMENT CENTERLINE — >y/AG TIELINE SUBJECT PROPERTY IS IN ZONE R-1 (SINGLE FAMILY RESIDENTIAL) WALL LAND USE DESIGNATION IS RS -D. = CHAINLINK FENCE = METAL FENCE SIDEYARD SETBACK = 4 FT. (LOTS GREATER THAN 40 FT. IN WIDTH) - WOOD FENCE BAYSIDE SETBACK IS 30 FT. PER CITY SETBACK MAP S -G2 = WROUGHT IRON FENCE MAXIMUM ALLOWED HEIGHT = 24 FT. (FLAT ROOF) & 29 FT. (3/12 PITCH ROOF) OVERHEAD WIRE �' N% 9Af 1� pN. Demolition Notes: • All debris shall be wet at time of handling to prevent dust. • Sewer line shall be capped. • All basement fills shall be clean and uniform. • Street and sidewalk are to remain clean and free of any obstructions. • Erosion control devices shall be available on-site between October 15 and May 15. • Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the reminder of the year, they shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. • Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. Q Demo Plan Criteria Notes: a Site to be fenced on sides where noted (6' high fence) 9 0 Existing square footage of building — being demolished b Sewer line shall be capped per City requirements. con Streets and sidewalks are to remain clear and clean. • • Pedestrian canopy protection required if demolition within 10 feet of public sidewalk. El Eu ARC P �U. I �2 N C-21825 Q" Q OF CALF p�_l I VIII NITY MAP IS BOryAtCo -- RAY3:RF. OR O + 4.. KAv alunv w 1 z y � BA4BOA AW c F z y q� HGF PARK AVE rx' I.AY rr "N'I',I" AY'uONI, B4h pP rY4 9Af�m vj,9yF >y/AG ,�p0 CG h 4 't'O4� tvav' Y k �' N% 9Af 1� pN. 4Ia�4 ���. O k wq eAV AYfE wQ5° R aw: oq r� O�f4 rp4y 'VF P va 4"f4A9 AN�� Corolla Licl Mar Stmt Beach VIII NITY MAP IS il WET SEASON REQUIREMENTS (OCTOBER -APRIL) 1. WHERE APPROPRIATE SEDBVIENT CONTROL BMPS SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPS (TEMPORARY OR PERMANENT SHALL BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE BMPS MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A SELECTED BMPS FABS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPS SHOULD BE INSTALLED TO 3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPS PRIOR TO A PREDICTED RAINSTORM. 4. A DISTURBED AREA THAT IS NOT COMPLETED OR THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA) SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMPS (EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMPS MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 5. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT BMPS NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS ARE NOT CONSIDERED TO BE EXPOSED FOR PURPOSES OF THIS REQUIREMENT. NOTE: EXISTING HOUSE, GARAGE, AND ALL ON-SITE IMPROVEMENTS AT 2100 E. BALBOA BLVD. ARE TO BE DEMOLISHED AND REMOVED. THE LOT WILL THEN BE PLANTED FOR EROSION/DUST CONTROL PURPOSES, UNTIL BUILDING PLANS ARE APPROVED. 2102 E. BALBOA BLVD. m �. IT- = - - - 274.2 - -- --_-- TOIBE PROiEC1�Ep INPLACE).41 '--- - - - i ° _ -, -_ LOT � 2 IST. i ° + _ - ppR�jj � " CE} (iOSBE gp+�- HIGH - EXIST. HOUSE I TECTED I PLACE) 2100 E. BALBOA LOT 26 - - _ OA BLVD "I L 20 0 . • GARAGE 0 I TRACT P�• �0 I 75B 5 r1I L C� ° XIST. 6'+/- HI - - - - - - - - - - - - - - TO I BE OTECT 1 P - - _ EXIS�6 °H r MIL WALL - 7 POR N °03hO 9 P - POR -25 (TO BE PR TE ED IN PLACE) w L -; - 0 B EM IV EXIST. 6'+/ - HI H WALL F - - - - - 1 - - LN (TO BE REMOVED' i T 4 1 I 4 <wiL N6'd55!'Erd EXIST. ..4:7.__ �. I . LOW ALL - ' N0°01'56"W � 1121 LINE Cl V'L, HPK - - - E"IIT " nn Ise - - _ - -� - - _ 0 0 PL. EAP"IT = ----- --- -i- M S TM E E T g PUBLIC STREET cc PL 000 \ w caL _... ___ LO - _ - LOT 1 -� 2021 E. BAY AVE -- - I 'LLII IU ANIJ W'I_Y HALF LElF II IPAI 1 75 8• 6, MM BK 23-7/ 0 }`• 00 W cxI II W .ti W Q U CURVE DATA: CURVE DRY SEASON REQUIREMENTS (MAY- SEPTEMBER) RADIUS 1. WIND EROSION BMPS (DUST CONTROL) SHALL BE IMPLEMENTED. C 1 2. SEDIMENT CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED AT ALL 955.40 OPERATIONAL STORM DRAIN INLETS. C2 3. BMPS TO CONTROL OFF-SITE SEDIMENT TRACKS SHALL BE IMPLEMENTED AND MAINTAINED 955.40 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPS SHALL C3 BE IMPLEMEMTED TO PREVENT THE CONTAMINATION OF STORM WATER BY WASTES 597.84 AND CONSTRUCTION MATERIALS. C4 5. APPROPRIATE NON -STORM WATER BMPS SHALL BE IMPLEMENTED TO PREVENT THE 955.40 CONTAMINATION OF STORM WATER FROM CONSTRUCTION ACTIVITIES. O CO 6. THERE SHALL BE A "WEATHER TRIGGERED" ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY 0 SEDIMENT CONTROL BMPS AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS STORM WATER PROTECTION CONTROL MEASURES: THESITERM EVENT (A PREDICTED STORM IS ORE48 %CHANC'DE = COLUMN DEF CASTED O RAIN). PLR = 7. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY SEDWIENT CONTROL BMPS (AT • CO = CURB DRAIN • PM = PERIMETER, SITE NECESSARY DISOCHHARGES OF 0 09 1❑ GRAVEL BAGS - 2 HIGH (SE -6 BMP) TO SEDIMENT FROM EXPOSPORTIONSD THE POWER POLE = ELECTRICAL MANHOLE SITE SHALL BE STORED ON SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED IW = 2❑ STREET SWEEPING &VACUUMING (SE -7 BMP) FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION SW = SEWER CLEANOUT STABILIZATION BMPS AS DESCRIBED IN ITEM H ARE NOT CONSIDERED TO BE = ELECTRICAL PULLBOX 'OMS= EXPOSED FOR PURPOSES OF THIS REQUIREMENT. ° l5t 3 STORM DRAIN INLET PROTECTION (SE -10 BMP) 6iBl1 = SIGN 8. DEPLOYMENT OF PERMANENT EROSION CONTROL BMPS (PHYSICAL OR VEGETATION = ELECTRICAL VAULTi ❑4. WIND EROSION CONTROL (WE -I BMP) SHOULD COMMENCE AS SOON AS PRACTICAL ON SLOPES THAT ARE COMPLETED FOR O FM = FIRE DEPARTMENT CONNECTION ANY PORTION OF THE SITE). STANDBY BMP MATERIALS SHOULD NOT BE RELIED UPON STREET LIGHT }1H = FIRE HYDRANT TO PREVENT EROSION OF SLOPES THAT HAVE BEEN COMPLETED. •� ® ❑5. STOCKPILE MANAGEMENT (WM-3 BMP) = GUY ANCHOR il WET SEASON REQUIREMENTS (OCTOBER -APRIL) 1. WHERE APPROPRIATE SEDBVIENT CONTROL BMPS SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON. 2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPS (TEMPORARY OR PERMANENT SHALL BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. THESE BMPS MUST BE MAINTAINED THROUGHOUT THE RAINY SEASON. IF A SELECTED BMPS FABS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPS SHOULD BE INSTALLED TO 3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPS PRIOR TO A PREDICTED RAINSTORM. 4. A DISTURBED AREA THAT IS NOT COMPLETED OR THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA) SHALL BE FULLY PROTECTED FROM EROSION WITH TEMPORARY OR PERMANENT BMPS (EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMPS MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 5. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT BMPS NECESSARY TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS ARE NOT CONSIDERED TO BE EXPOSED FOR PURPOSES OF THIS REQUIREMENT. NOTE: EXISTING HOUSE, GARAGE, AND ALL ON-SITE IMPROVEMENTS AT 2100 E. BALBOA BLVD. ARE TO BE DEMOLISHED AND REMOVED. THE LOT WILL THEN BE PLANTED FOR EROSION/DUST CONTROL PURPOSES, UNTIL BUILDING PLANS ARE APPROVED. 2102 E. BALBOA BLVD. m �. IT- = - - - 274.2 - -- --_-- TOIBE PROiEC1�Ep INPLACE).41 '--- - - - i ° _ -, -_ LOT � 2 IST. i ° + _ - ppR�jj � " CE} (iOSBE gp+�- HIGH - EXIST. HOUSE I TECTED I PLACE) 2100 E. BALBOA LOT 26 - - _ OA BLVD "I L 20 0 . • GARAGE 0 I TRACT P�• �0 I 75B 5 r1I L C� ° XIST. 6'+/- HI - - - - - - - - - - - - - - TO I BE OTECT 1 P - - _ EXIS�6 °H r MIL WALL - 7 POR N °03hO 9 P - POR -25 (TO BE PR TE ED IN PLACE) w L -; - 0 B EM IV EXIST. 6'+/ - HI H WALL F - - - - - 1 - - LN (TO BE REMOVED' i T 4 1 I 4 <wiL N6'd55!'Erd EXIST. ..4:7.__ �. I . LOW ALL - ' N0°01'56"W � 1121 LINE Cl V'L, HPK - - - E"IIT " nn Ise - - _ - -� - - _ 0 0 PL. EAP"IT = ----- --- -i- M S TM E E T g PUBLIC STREET cc PL 000 \ w caL _... ___ LO - _ - LOT 1 -� 2021 E. BAY AVE -- - I 'LLII IU ANIJ W'I_Y HALF LElF II IPAI 1 75 8• 6, MM BK 23-7/ 0 }`• 00 W cxI II W .ti W Q U CURVE DATA: CURVE DELTA RADIUS ARC LENGTH C 1 4' 24' 37" 955.40 73.54 C2 3' 36' 37" 955.40 60.20 C3 T 23'59" 597.84 77.21 C4 15' 26' 07" 955.40 257.38 LEGEND -SYMBOLS: • AD = AREA DRAIN p kW = IRRIGATION CONTROL VALVE • a�W1b�= BACKFLOW PREVENTER r9 = IRRIGATION PB �A UW- D CZM= BOLLARD CATCH BASIN MANHOLE ape Lp = HN = LIGHT POLE MANHOLE (UNKNOWN) • G1 = CABLE N PULLBOX • P7 = UTIL PEDESTAL ATOP 12' CONC BASE O CO = CLEAN OUT 0 PW = POST INDICATOR VALVE O C,OL = COLUMN Q PLR = PILLAR -SIZE PER MAP • CO = CURB DRAIN • PM = PARKING METER 0 09 = DRAIN GRATE -e-pp = POWER POLE = ELECTRICAL MANHOLE IW = ROOF DRAIN itEHW $4 = ELECTRICAL METER SW = SEWER CLEANOUT = " = ELECTRICAL PULLBOX 'OMS= STORM DRAIN MANHOLE ° l5t - ELECTRICAL RISER 6iBl1 = SIGN IM LY = ELECTRICAL VAULTi = STREET LIGHT PULLBOX O FM = FIRE DEPARTMENT CONNECTION �•q�-�,�p•_-•� STREET LIGHT }1H = FIRE HYDRANT •� ® SANITARY SEWER MANHOLE &A = GUY ANCHOR T 7M1 = TELEPHONE MANHOLE S, = GROUND LIGHT } 75 = TRAFFIC SIGNAL SMI = GAS METER M TW = TRAFFIC SIGNAL PULLBOX • SP = GUARD POST :. '.°^, = VENT • aR = GAS RISER MI /= WATER METER = GAS VALVE • MR = WATER RISER M NN = WATER VALVE LEGAL DESCRIPTION: 2100 EAST BALBOA BLVD, NEWPORT BEACH, CA THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF ORANGE, CITY OF NEWPORT BEACH, AND DESCRIBED AS FOLLOWS: PARCEL 1: LOT 12 AND THOSE PORTIONS OF LOTS 11, 19, 20, 25 AND 26 OF TRACT NO. 756, AS SHOWN ON A MAP RECORDED IN BOOK 23, PAGES 7 AND 8 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, TOGETHER WITH THAT PORTION OF "M" STREET ABANDONED BY ORDER OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH RECORDED IN BOOK 511, PAGE 405 OF OFFICIAL RECORDS OF SAID ORANGE COUNTY, DESCRIBED AS FOLLOWS: PARCEL NO. 4, AS SHOWN ON A MAP FILED IN BOOK 13, PAGE 47 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID ORANGE COUNTY. PARCEL 2: EASEMENTS FOR INGRESS AND EGRESS INCLUDING VEHICULAR TRAFFIC OVER THE COMMON AREA ALL AS MORE PARTICULARLY DESCRIBED AND SET FORTH IN ARTICLE II OF THAT CERTAIN DOCUMENT ENTITLED ?DECLARATI(* OF COVENANTS, CONDITIONS AND RESTRICTIONS AND RESERVATION OF EASEMENTS•DATED DECEMBER 6, 1992 AND RECORDED APRIL 16, 1993 AS INSTRUMENT NO. 1993-0250570, OF OFFICIAL RECORDS. APN:048-240-38 PROPERTY LINE ZONING: EASEMENT CENTERLINE - TIELINE SUBJECT PROPERTY IS IN ZONE R-1 (SINGLE FAMILY RESIDENTIAL) WALL LAND USE DESIGNATION IS RS -D. = CHAINLINK FENCE = METAL FENCE SIDEYARD SETBACK = 4 FT. (LOTS GREATER THAN 40 FT. IN WIDTH) = YODD FELE BAYSIDE SETBACK IS 30 FT. PER CITY SETBACK MAP S -G2 = WROUGHT IRON FENCE MAXIMUM ALLOWED HEIGHT = 24 FT. (FLAT ROOF) & 29 FT. (3/12 PITCH ROOF) OVERHEAD WIRE PROPERTY OWNER: BAY HOUSE 2100, LLC 2021 E- BAY AVENUE NEWPORT BEACH, CA 92661 949-581-2888 m NPDES NOTES 1. IN CASE OF EMERGENCY, CALL BAY HOUSE 2100, LLC AT WORK PHONE # 949-581-2888 OR HOME PHONE # 949-581-2888 2. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. 3. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 4. APPROPRIATE BMP'S FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS, SHALL BE IMPLEMENTED TO MINIMIZZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER POLLUTANTS. 6. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 7. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 8. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIA] OTHER STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLAT OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMI OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. 9. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENT§: ASBESTOS FIBERS, PAINT FLAKES OR STUCCO CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 10. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 11. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED TOWARD DESILTING FACILITIES. 12. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 13. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. 14. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED. 15. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 16. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 17. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE STIR TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 18. APPROPRIATE BMPS FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL 1 F 1 Z""w"9e No, 21668. Ex%A SL_LL. CiV1L PROPERTY BY WIND OR RUNOFF. I. . .ir,9 (✓L yb F 510M RAv qVF k *''gA4q AR PEL?H F9p ALV b •'c.�N Nrhy4/tE,L W eq4 O,Ja P4R P �4 cb tia ,4 ffi F O ,pV VICINITY MAP PREPARED BY: 8"', �qo DUCA-McCOY, INC. OCS BENCHMARK NB1-471 ELEV.7.828 FC (NAVD88) YR. 1995 BM IS A 3-3/4" DIAMETER ALUMINUM CAP OCS BM STAMPED "NB 1-4-71" SET IN TOP OF A 4"X4" CONCRETE POST. BM 3840 E. COAST HIGHWAY gAv5111E 9p CORONA DEL MAR, CA 92625 ape (949) 675 4487 27.3 FT. NULY OF THE C/L OF BALBOA BLVD., SEC LEVEL WITH SIDEWALK PETE I. DUCA R.C.E. 24668 �;':9 •. G.. q i BALBOA AVE Y S 9yFHwi PARK AVE BIIY N24M1 v S BAY ,ROSiI D I. . .ir,9 (✓L yb F 510M RAv qVF k *''gA4q AR PEL?H F9p ALV b •'c.�N Nrhy4/tE,L W eq4 O,Ja P4R P �4 cb tia ,4 ffi F O ,pV VICINITY MAP EROSION CONTROL STORM WATER POLLUTION PROTECTTIP,ON PLAN FO 2100 E. BALBOA BLVD. NEWPORT BEACH, CA DATE PREPARED BY: BENCHMARK: DUCA-McCOY, INC. OCS BENCHMARK NB1-471 ELEV.7.828 FC (NAVD88) YR. 1995 BM IS A 3-3/4" DIAMETER ALUMINUM CAP OCS BM STAMPED "NB 1-4-71" SET IN TOP OF A 4"X4" CONCRETE POST. BM 3840 E. COAST HIGHWAY IS LOCATED IN THE SE CORNER OF THE INTERSECTION OF F ST. CORONA DEL MAR, CA 92625 AND BALBOA BLVD, 81 FC. SE'LY OF THE CA, OF F STREET AND (949) 675 4487 27.3 FT. NULY OF THE C/L OF BALBOA BLVD., SEC LEVEL WITH SIDEWALK PETE I. DUCA R.C.E. 24668 EROSION CONTROL STORM WATER POLLUTION PROTECTTIP,ON PLAN FO 2100 E. BALBOA BLVD. NEWPORT BEACH, CA DATE GRAPHIC SCALE 0 10 CURVE DELTA RADIUS ARC LENGTH C1 4° 24' 37" 955.40 5\ S(/ V 10 'QL 73.54 LEAD & SPIKE MONUMENT C2 3° 36' 37" 955.40 L&T = 60.20 BLRD = C3 7° 23' 59" 597.84 LEAD & TAG MONUMENT 77.21 BACK OF WALK C4 15° 26' 07" 955.40 BOW = 257.38 O 0� GOL T LEGEND: A/C = ASPHALT FS LP = LIGHT POLE AC = AIR CONDITIONING UNIT 5\ S(/ V 10 'QL L&SPK = LEAD & SPIKE MONUMENT AG = ANCHOR GUY 2. THE AREA OF THE SUBJECT PROPERTY IS AS FOLLOWS: AREA = 15,452 SQUARE FEET L&T = LEAD & TACK MONUMENT BLRD = BOLLARD 1� L&TAG = LEAD & TAG MONUMENT BW = BACK OF WALK MH = UTILITY MANHOLE BOW = BACK OF WALL O 0� GOL MP = METAL POST CATV = CABLE T.V. VAULT CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FT OR MW = MONITORING WELL CATVB = CABLE T.V. BOX NOR OF WETLANDS. N&TAG = NAIL & TAG MONUMENT CB = CATCH BASIN ZONE AE HAVING A BASE FLOOD ELEVATION OF 9 FEET. PK = PK NAIL MONUMENT CE = CITY ENGINEER City of Newport Beach and described as follows: P/L = PROPERTY LINE CEFB = CITY ENGINEER FIELD BOOK PMT = PARKING METER C/L = CENTERLINE order of the City Council of the City of Newport Beach recorded in Book 511, Page PP = POWER POLE CLF = CHAIN LINK FENCE CONCERNING CURRENT CITY RECOMMENDATIONS FOR ELEVATIONS PRO = PRORATED CN = CONCRETE NAIL APN: 048-240-38 PT = PALM TREE Co = CURB OUTLET LAND USE DESIGNATION IS RS -D. RR = RAILROAD TRACK COL = COLUMN R/W = RIGHT-OF-WAY LINE CONC = CONCRETE Q SCO = SEWER CLEANOUT CPB = COMMUNICATIONS PULL BOX SDMH = STORM DRAIN MANHOLE CS MON= COUNTY SURVEYOR MONUMENT SL = STREET LIGHT ® DA = DEADMAN ANCHOR SLB = STREET LIGHT PULL BOX DG = DRAIN GRATE ��.` SP = SPRINKLER DR = DOOR SPK&T = SPIKE & TIN MONUMENT DWY = DRIVEWAY SPK&W = SPIKE & WASHER MONUMENT EMH = ELECTRIC MANHOLE SSCO = SANITARY SEWER CLEAN OUT EPB = ELECTRIC PULL BOX SSDM = STANDARD SURVEY MONUMENT EPNL = ELECTRIC PANEL SSMH = SANITARY SEWER MANHOLE EV = ELECTRIC VAULT TC = TOP OF CURB FB = FIELD BOOK TELC = TELEPHONE CABINET FDC = FIRE DEPT. CONNECTION TMH = TELEPHONE MANHOLE F.F. = FINISHED FLOOR TP = TELEPHONE POLE FH = FIRE HYDRANT TS = TRAFFIC SIGNAL FL = FLOWLINE TSB = TRAFFIC SIGNAL PULL BOX GM = GAS METER TSV = TRAFFIC SIGNAL VAULT GP = GUARDPOST TVLT = TELEPHONE VAULT GR = GAS RISER TW = TOP OF WALL GTMH = GREASETRAP MANHOLE TWL = TREE WELL GV = GAS VALVE VLT = UNKNOWN VAULT GVLT = GAS VAULT W.I. = WROUGHT IRON FENCE HB = HOSE BIB WA = WATER METER ICV = IRRIGATION CONTROL VALVE WMH = WATER MANHOLE IP = IRON PIPE MONUMENT WR = WATER RISER LACFCD= LOS ANGELES COUNTY FLOOD CONTROL DIST. WV = WATER VALVE LAT = SANITARY SEWER LATERAL WVLT = WATER VAULT LL = LANDSCAPE LIGHT XWP = CROSS WALK POST YL = YARDLIGHT Z = OVERHEAD WIRES ALL BEARINGS AND DISTANCES SHOWN HEREON ARE FIELD MEASURED OR DERIVED FROM FIELD MEASUREMENTS UNLESS DENOTED AS THE FOLLOWING: GOL 0GOL (XX.XX' TR) = RECORD DATA PER TRACT MAP NO N w 2 — � 55.40 NII.00'28'E� N �O \ 1050+ 4• 0 0\Xe�5`` ess G C9 �\ h oFc koo 0's WOOD RAIL 2' WOOD DECK 0ti Q 3 8.87 DEC 01 D.LADDERI h0,o� 6 ICK I I � ISI I I I I'_4" BKW GOL I I U Q W I I N L — Z ° u (WOOD DOCK cV BRICK PADS 91 0 8.7, FS FS /BRICK PATH SAME LINE ALTA/NSPS LAND TITLE SURVEY CERTIFICATE: � 10 TO: \ * Mr. Rick Caruso N2ap)9'8g * Stewart Title of California, Inc. 'TIP/ 0 )),, ?B263q< * and all of their successors and assigns S THIS IS TO CERTIFY (AS CERTIFY IS DEFINED AND LIMITED BY SECTION 8770.6 OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA) THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 6, 7(a), 7(bl), 7(c), 8, 9, 10, 14, 16, 17, 18, & 20 ($2 MILLION LIMIT PROFESSIONAL LIABILITY INSURANCE OF TABLE A THEREOF THE FIELD WORK SURVEYOR'S NOTES: FS WAS COMPLETED ON JUNE 25, 2017. 1. BOUNDARY LINES SHOWN HEREON WERE ESTABLISHED FROM °NAL LANG PUBLIC AND/OR PRIVATE SURVEY MONUMENTS WHOSE CHARACTER 5\ S(/ V 10 'QL AND SOURCE ARE SO NOTED HEREON. PARCEL LINES WERE ESTABLISHED AS SHOWN HEREON.�0 �� �- l` - BY: m z A 2. THE AREA OF THE SUBJECT PROPERTY IS AS FOLLOWS: AREA = 15,452 SQUARE FEET ---------------------�1-\J-� ------------- --- L N0. ROBERT DAVID HENNON, PLS 5573 (EXPIRES 9-30-17) 0 L. X 0 (AREA IS BASED ON FIELD MEASUREMENTS) 55,73 z* \ 1� ��--s VPS Q"P STgTF FLOOD ZONE: of cATF�°��P SUBJECT PROPERTY LANDWARD OF APPROXIMATE POSITION ALTA TABLE 'A' ITEM 16, 17 & 18 NOTE: OF SEAWALL SHOWN HEREON IS IN FEDERAL FLOOD INSURANCE O 0� GOL ZONE X (SHADED) WHICH IS DEFINED AS 0.2% (500 YEAR) 06ti GO �PLANTER� a ANNUAL CHANCE FLOOD, AREAS OF 1% (100 YEAR) ANNUAL THERE IS NO VISIBLE EVIDENCE OF: EARTH MOVING OR BUILDING CONSTRUCTION, CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FT OR PROPOSED CHANGES IN STREET R/W LINES, SIDEWALK, OR STREET CONSTRUCTION„ WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREAS OR REPAIRS, USE OF SITE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL, PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. NOR OF WETLANDS. SUBJECT PROPERTY SEAWARD OF APPROXIMATE POSITION OF SEAWALL SHOWN HEREIN IS IN FEDERAL FLOOD INSURANCE LEGAL DESCRIPTION: ZONE AE HAVING A BASE FLOOD ELEVATION OF 9 FEET. r7 The land referred to herein is situated in the State of California, County of Orange, BOTH ZONES ABOVE ARE SHOWN ON FEDERAL FLOOD MAP City of Newport Beach and described as follows: 06059CO382J EFFECTIVE DEC. 3, 2009, NEWPORT BEACH COMMUNITY NO. 060227 PANEL 0382 SUFFIX J. • Lot 12 and those portions of Lots 11 19 20 25 and 26 of Tract No. 756 as shown on a map recorded in Book 23, Pages 7 and 8 of Miscellaneous Maps, records NOTE: TOP OF SEAWALL IS ELEVATION RANGES FROM 8.74 FT. TO 8.78 FT. of Orange County, California, together with that portion of "M" Street abandoned by FINISH FLOOR OF GARAGE OF RESIDENCE IS 10.12 FT. order of the City Council of the City of Newport Beach recorded in Book 511, Page FINISH FLOOR OF LIVING SPACE OF RESIDENCE RANGES FROM 9.91 FT. TO 10.09 FT. 405 of Official Records of said Orange County, described as follows: IT IS SUGGESTED TO CONTACT CITY OF NEWPORT BEACH \ Parcel No. 4, as shown on a map filed in Book 13, Page 47 of Parcel Maps in the CONCERNING CURRENT CITY RECOMMENDATIONS FOR ELEVATIONS Office of the County Recorder of said Orange County. OF SEAWALLS AND BUILDINGS. m APN: 048-240-38 ZONING: to SUBJECT PROPERTY IS IN ZONE R-1 (SINGLE FAMILY RESIDENTIAL) LAND USE DESIGNATION IS RS -D. SIDEYARD SETBACK = 4 FT. (LOTS GREATER THAN 40 FT. IN WIDTH) BAYSIDE SETBACK IS 30 FT. PER CITY SETBACK MAP S -G2 MAXIMUM ALLOWED HEIGHT = 24 FT. (FLAT ROOF) & 29 FT. (3/12 PITCH ROOF) 4r 04Q4�� oOke�O ;C�$4*47'56"W � .i&RIGK PATH- � .......... 24 46 m` TITLE MATTERS: PER PRELIMINARY TITLE REPORT ORDER NO. 01180-275054 DATED JUNE 14, 2017 BY STEWART TITLE OF CALIFORNIA, INC., ONLY THE FOLLOWING MATTERS OF RECORD AFFECT THE HEREIN DESCRIBED SUBJECT PROPERTY: ITEMS A TO C - TAXES AND ASSESSMENTS (TAX PARCEL NO. 048-240-38) (BLANKET) ITEM 1 - Water rights, claims or title to water in or under said land, whether or not shown by the public records. (BLANKET) ITEM 2 - Any claim of title adverse to that of the vestee herein based upon the assertion that all or some portion of said land was not actually tide land on September 9th, 1850, when California became a State. ITEM 3 - Rights and easements for commerce, navigation and fishery in favor of the general public, or the Federal, State or Municipal Government. ITEM 4 - Any easements or claim of easement for public use of the real property herein described or any portion thereof. ITEM 5 - An easement for construct and maintain a private roadway and incidental purposes, recorded March 25, 1926 in Book 539 of Deeds, Page 192, in favor of George D. Hoffman and wife, affects said land. ITEM 6 - The covenants, conditions, reservations and restrictions affecting the East half of Lot 11, all of Lot 12 and the West half of "M" Street adjoining said Lot 12, as contained in the deeds for Lots 11 and 12 and 26, from Robert N. Prick and wife to George D. Hoffman and wife, recorded March 25, 1926 in Book 639, page 192 of Deeds and recorded March 30, 1929 in Book 258, page 257 of Official Records, and as modified as to Lot 11 and other land by an agreement between Robert N. Prick and wife and George D. Hoffman and wife, recorded July 12, 1926 in Book 659, page 258 of Deeds. ITEM 7 - The covenants, conditions, reservations and restrictions affecting the East 7-1/2 feet of Lots 19 and 25, all of Lots 20 and 26 and the West half of "M" Street adjoining said Lots 20 and 26, as contained in the deeds for Lots 19, 20, 25 and 26, from Robert M. Prick and wife to Fred E. Lewis, recorded June 2, 1931 in Book 486, Page 125 of Official Records. ITEM 8 - The terms and provisions contained in the document entitled "Notice of Assessment" recorded May 20, 1991 as Instrument No. 91-246954, of Official Records. Executed by Wanda E. Raggio. 9 ITEM 9 - Covenants, Conditions, and Restrictions as set forth in an instrument. Recorded April 16, 1993 as Instrument No. 93-250570, of Official Records (PLOTTED) Q ITEM 10 - The terms and provisions contained in the document entitled "Encroachment Agreement" recorded May 18, 1993 as Instrument No. 93-333756, of Official Records. Executed by and between Bayfront at Balboa Homeowners Association and the City of Newport Beach. (PLOTTED) ITEM 11 - A Homestead Declaration, executed by John Carlisle Brown and Kay Buckley Brown, recorded April 28, 1994 as Instrument No. 94-0293695, of Official Records. ITEM 12 - Deed of Trust to secure an indebtedness in the amount shown below, and any other obligations secured thereby: Amount : $4,950,000.00. Dated : February 4, 2014. Trustor : John Carlisle Brown and Kay Buckley Brown, as Trustees of the Brown Family Trust dated September 17, 1990. Trustee : Nations Title Company of California. Beneficiary: Mortgage Electronic Registration Systems Inc., acting solely as nominee for BOFI Federal Bank. Recorded February 14, 2014 as Instrument No. 2014000059742, of Official Records. Loan No. 3344129 (NOT A SURVEY RELATED MATTER) ITEMS 13 TO 15 - TECHNICAL TITLE COMPANY NOTE NOT OF A SURVEY RELATED NATURE. SEE TITLE REPORT FOR PARTICULARS INDICATES A PLOTTED TITLE ITEM ti p 10 FS 00 V 1ti � _ RADIAL E5 - N722 5911 \ /BRICK PATHS \ ��--s VPS Q"P 3 SZT s 0\dl'\ O 0� GOL 06ti GO �PLANTER� a 135.048, LP 9.81 Fs O T� r7 U II,.I 0l0 � o o 0 O m to Q a` 35.00 `�0� ooryo, NO'00'OY' E ��.` G 04 010 4,- O O PG4',24`'G 04 f� 0� 0�O �p� 0414, °��OOa Oe�F.P�O�G O _ JJ S\�o'Q,�1 FAG m Q y G°� rzoeO4� G10°O° SATE o� " { �OpeOQ, WALL POPOUTS 102 0 / G ' BRICK PAD GOL o F,00\0 2 E• BALBOA 50.82: 1'BK — — 274.28 — — — BLVD. WATER e GOL — I6Vx2 WALL 0.5' , , , , , .K ' O GONG O� L.0 40I .o J S. °' 0�0 ,\n �' FEATURE � WALL O.5' WALL 0.9,, , , , , , , , , , , , o ' '�..�d WALL POPOUT5 GONG QIP 0' O tt\ GOL �` e' 6o I' B GOL _ (TYP) WALL o.9' O"- BRICK ° a• 5.9' DOOR 0k fllo 9.91 F.F. . U p] 0' ,� b" BKW 6" NAL 0' P ST 4' ` V o K STEP = GOL BRICK A O O WALL O.6T' m I' BKW T CURB �i GOL p o FS • �� 0.44\ s 82 FS m e BRICK I' BKI'� — - 0� �e • `:' FS W GO � 0^ �^ e 0 iBRIGK PATHS 2 a BASKETBALL HOOPo1e4 —WG PLANTER F� �P ....... �` POST rn 9 e2 .Z. e' COL "t� Q Q AU�o^'\0 I' BKW GOL I' BKW 10 ��' 6 Q 22.79' 1.00' 0 w 0 0 0 0 N ory 0 SII 006 0.88' 18 Z FS 3 w )L SR/GK I �O/H L` gg W ^0 5 0� of 66 A�' �o- o E GRASS GOL O H I O FS 1L 4% F>' GOL 0 0 i. OCL A'L'k o^ 0�'o BRIG O 2 STORY HOUSE m W PLANTER 8 �. 61 � , b Q I BLVD . \ 3 I' BKW S FS ^0 4, C 45 45 8" BKW i 17 BOA / 0( �W 1'BKW 8g0F 40 11 T 0�'^ �° I -POST 4" (210 0 E. B A L n pa 061 �"� 0 0 GOL ST GONG I F M z [L C; D6 hie a6Fp I GARAGE. ° -POST 4" 15.6' SLIDING DOOR - 70.09 F.F. BUILDING FOOTPRINT AREA=3,040 SQ. FT.iBRIGK PATH COs GARAGE FOOTPRINT GRASS I BRICK 2 STORY X 25.97 FT. IN HEIGHT N, s a5 4�' r BKw DC, I' B. w GRASS 06 HATER �9�s AREA=673 SQ FT SrEFs PATIO ^ 4.2' DOOR 0�5 GOL —STEP I' BKW m .96 F.F. I S 9 78N SER COL- 9�I, BwKy� iPLANTER� IG P S� G L, ,.�,_ 8„ GOL FSI POST 4" \ Qm �`• u: LZ • • • • • • • • • • •30.fi5'• O I �P�yIP�=1f 6 EQUIPMENT 8" BKW a i 9 h •Post 4" BRICK RD POOL Q Cq " O/ SH LM ED,L9g9 'y o a Z 8' SLIDING DOOR p_'(.I M 9 \7 F5. U° �O/H 6.94 F.F. O B' UTIL CABINET '� � Q- 9.22 0 �77 I 6.86 F.S. O' ,�0� ®03'11"W GOL N ��0 4 40 �N B' UTIL CABINET Ip Q�P� 6M 55MH � 2000 g`� 0 9.74 N 1 Q.iP 00 POST 4" 00 0o m o ry m B' UTIL CABINET F S' ` b } 5 O 4- 41i. 0' ° 0' ` o - 9.79 F.S. \ / BKVP LO O �.+ 6.55' o 0 64.28' GOL L PC�JST " BRIG 8.27, ....... ...... .. .. .. L0 o° 6 p5'L ONR ....... _---- — -- -- -- — 6 LONG — _ � ......:. RD_ RD� ,F. 1�1p ,y 0o. oF. GOL �a4 WG iGONG� ^4�0/H W6 9Sp 8�� BKW s26 F F° No RE ppW"�-' X gJ ,�?�,O GONG CURB RB 149.54 s _ P"' FO oGF \�oPFGF,, PN` �e 00 9" BKW GOL PLANTER 4' e / Io" BKW IIIIII IIul IIIIII O O — �ry0 955.40 FOREF �x �o` N6'35N° 4j <Vq 4 52"E 0 ti Io,yo U �e J ° v I10" BKW PLANTER I IEPB 0 PLANTER W N I W 0 o 0 a) r - L O °40 00 I 0 2018 E. BAY AVE.o O 5GO > PLANTER f1 I� O 1 55 GO _.. _.. _.. _............ ao e HM 154.62 NO.01'56"W e Q'°0 C�O°j,56 2 �0�^ry Z \ 955.40 O S2.59'14"W — PAVER � -0.u . I .� w N U M PAVER a 0 z w N EATUR 45 FS 00 � E5 - / F /BRICK PATHS ��--s VPS Q"P s,8j o04 O 0� GOL 06ti GO �PLANTER� a 135.048, LP 9.81 Fs 1 STORY X 11.98FT. IN 0 HEIGHT O 0 � o 0) o Z 0.51' 23.32' PL(ANfER N903'11�BRIGK� 60.05 4 /PLANTER"��CD C )} o O 001 r9.47 FS oa 5 PO o� s a0 FS -x �\\\\ �IIIIOII,III--� R E—\\ IIT�III00 W W 14�iiF Y PUBLIC STREET PAVER 1 45 9 140 yi 'u C 0l TS GONG W1 1 9`' W W 45 / n�o^o I V / iGONG� X® (J� 4 OPOP CL a o 4 0 O' III J O �JIII w (D 2 p 45 M U) O N iGONG� � 00o- ELEG VAULT EM�H E OQ 35.00 SO'03'11"E 78 FS GONG P DRIVE PLAQUE 40� oti 6" STONE WALL 4 o` 0 /GONG O 545 55MH PROJECT BENCHMARK: ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) ORANGE COUNTY SURVEYOR 1995 ADJUSTMENT, PER THE FOLLOWING ORANGE COUNTY SURVEYOR BENCHMARK: OCS BENCHMARK N81-4-71 ELEV.7.828 FT (NAVD88) YR. 1995 BM IS A 3-3/4" DIAMETER ALUMINUM CAP OCS BM STAMPED "NB1-4-71" SET IN TOP OF A 4"X4" CONCRETE POST. BM IS LOCATED IN THE SE CORNER OF THE INTERSECTION OF F ST. AND BALBOA BLVD, 81 FT. SE'LY OF THE C/L OF F STREET AND 27.3 FT. NE'LY OF THE C/L OF BALBOA BLVD., SET LEVEL WITH SIDEWALK ANY USER OF ELEVATIONS AND/OR COORDINATES SHOWN HEREON FOR THE CONTROL OF CONSTRUCTION, SHALL VERIFY AT LEAST 3 POINTS SHOWN HEREON, FOR MATHEMATICAL CONSISTENCY PRIOR TO SUCH USE. W\V WV CONGA J K S T W VY E E Foo a PUBLIC STREET ©COPYRIGHT 2017 BY HENNON SURVEYING & MAPPING, INC. UNLAWFUL TO REPRODUCE IN ANY MANNER WITHOUT PERMISSION. p q �I p UNE S ONPL LaNO SG THOMAS GUIDE: "LT" NSPS LAND TITLE SURVEY OF: HENNON 601 E. GLENOAKS BLVD. SUITE 208 SCALE:) ONE INCH = TEN FEET S � LA CITY DIST. MAP: NA a,_ 'z 2100 EAST BALBOA BOULEVARD In L. S. N0. z 0 o ASS. PARCEL NO.: CALIFORNIA 91207 CONTOUR INTERVAL: NA � 5573 2 Is". 9_30`x,* FILE: 3551ALTA.DWG o o �nc. (818)243-0640 PROJECT NO: 3551 FOF CAI -\F IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA ���OC��u�g MM �Ipo�7��110 , SURVEYED BY: JON HENNON REV. DATE DESCRIPTION BY FAX: (818)243-0650 WEB: HENNON.COM SHEET ONE OF ONE SHEETS 115