Commission Agenda Report
Transcription
Commission Agenda Report
.~ ~ ti Planning Commission Meeting OS-04-15 ~~l \~'~ ~~ Item S.B. Commission Agenda Report ~d4~~ qQ To: Chair Brotman and Members of the Planning Commission Prepared by: Amanda Chiancola, Associate Planner L Approved by: Bonnie Blue, AICP, Planning Director Date prepared: April 23, 2015 Subject: Meeting Date: May 4, 2015 Coastal Development Permit No. 14-044, Minor Modification No. 14013, Minor Modification No. 15-005, and Demolition Permit No. 14011 — An application for conversion of an after-the-fact duplex into a single-story single-family residence with a 214 square foot addition, construction of a new detached 400 square foot two car garaQe, new 1537 square foot detached screening room with a 1,537 square foot basement, new 288 square foot garden shed, 402 sauace foot .addition to the existing 440 square foot detached gym, conversion of a ..1,170 square foot detached quest cottage into a game room, installation of a new alternative onsite wastewater treatment system, new landscaping, and QradinQ, including a minor modification fora 50 percent reduction of the required front yard setback, a minor modification fora 20 percent reduction of the required side yard setback, and a demolition permit for the demolition of more than 50 percent of the duplex's exterior walls Application Filed: Applicant: Owner: Location: APN: Zoning: June 23, 2014 Jaime Harnish Serge Azria 27758 Pacific Coast Highway, within the appealable coastal zone 4460-032-001 Rural Residential —Two Acre(RR-2) RECOMMENDED ACTION: Adopt Planning Commission Resolution No. 15-28 (Attachment 1), determining the project is categorically exempt from the California Environmental Quality Act, and approving Coastal Development Permit No. 14-044 to allow for the conversion of an after-the-fact duplex into asingle-story single-family residence with a 214 square foot addition, construction of a new detached 400 square foot two car garage, new 1,537 square foot detached screening room with a 1,537 Page 1 of 13 Agenda Item 5.B square foot basement, new 288 square foot garden shed, 402 square foot addition to the existing 440 square foot detached gym, conversion of a 1,170 square foot detached guest cottage into a .game room, installation of a new alternative onsite wastewater treatment system, new landscaping, and grading, including Minor Modification No. 14013 fora 50 percent reduction of the required front yard setback, Minor Modification No. 15-005 fora 20 percent reduction of the required side yard setback, and Demolition Permit No. 14-011 for the demolition of more than 50 percent of the duplex's exterior walls located at 27758 Pacific Coast Highway in the Rural Residential-Two Acre zoning district (Azria). s DISCUSSION: This agenda report provides an overview of the project, summary of the surrounding land uses, description of the proposed project and a summary of staff analysis of the project's consistency with the applicable provisions of the Malibu Local Coastal Program (LCP) and the California Environmental Quality Act (CEQA). A complete project chronology and all required findings to approve the application can be found in Planning Commission Resolution No. 15-28(Attachment 1). Project Overview a The proposed project is located on a bluff-top property on Pacific Coast Highway(PCH) above Escondido Beach. The property is currently developed with a 1,623 square foot, 18 foot, 6 inch tall,. single-family residence' that appears to have been converted into duplex without the benefit of permits. Additional onsite development includes: a detached 440 square foot gym, and a detached 1,170 square foot guest house. The existing property development is non-conforming in respects to parking, setbacks, size of the guest house and height of the front yard wall. Currently,,there are no enclosed parking spaces on the property2 where two enclosed spaces are required. The residence is currently setback five feet from the side (west) property line and 60 feet from the front (north) property line where nine feet and 65 feet are required, respectively. The existing guest cottage is 1,170 square feet. The guest house is non-conforming since it exceeds the 900 square foot maximum.3 There is a six foot tall solid block wall along the front property4 where the current code requires it to be visually permeable. The project includes the conversion of the duplex back to asingle-family residence with a 214 square foot addition. The reconstructed residence will be reduced from 18 feet, 6 inches to 15 feet, 5 inches in height. The project also includes improvements to the existing gym and-guest house, construction of a 1,537 square foot screening room with a basement below, resulting in three accessory structures and one single-family residence. The main residence was permitted by the California Coastal Commission (CCC) around 1980. At that time the site contained two 500 square foot guest houses, one of which was conditioned to be removed. Subsequent additions and accessory development have ensued throughout the years. 2 Pursuant to Local Implementation Plan (LIP) Section 3.14.3, the required parking for asingle-family residence is finro enclosed, and two unenGosed parking spaces. 3 Pursuant to LIP Section 3.6(N)(1)(c)(ii). 4 Pursuant to LIP Section 3.5.3(A)(1), fences and walls within a required front yard shall not exceed a height of 42 inches with the exception of open/permeable, non-view-obscuring fencing which may extend to a maximum height of6 feet. 1 Page 2 of 13 Agenda Item 5.B Site work consists of a new alternative onsite wastewater treatment system (AOWTS), landscaping, grading, and a new picnic table on pavers with no foundation. a The conversion of the duplex includes Demolition Permit(DP) No. 14-011 for demolition of more than 50 percent of exterior walls. Therefore, the altered structure is considered replacement structure rather than a remodel and must be brough# into conformance with all the applicable provisions set forth in the LCP5. The non-conforming setback, guest house size, parking and front yard fence will be brought into compliance as part of this project, as described herein. Setbacks The replacement single-family residence is proposed within the same general footprint and location as the existing structure. The existing western side yard wall that is 5 feet from the property line will be reconstructed so that it is 7 feet, 2 inches from the property line. The western side yard will be in compliance with the LCP, with the inclusion of Minor Modification (MM) No. 15-005, which is a request for a twenty percent side yard reduction the required 9 feet. Additionally, MM No. 14-013 is requested to allow for an 8 percent reduction of the front yard setback, to allow for the reconstructed single-family residence to remain 60 feet from the edge of the front yard easement.6 The garage requires a 50 percent reduction of the front yard setback, which is proposed 32 feet, 6 inches from the edge of the front yard easement. Parking in A 400 square foot, two car garage is proposed front of the single-family residence. The: garage will provide the required enclosed parking bringing the single-family residence into compliance with Local Implementation Plan (LIP)Section 3.14.3. Front Yard Fence The project includes an alteration of the non-conforming front yard solid wall which will lowered it to 42 inches, and it will be topped with a 30 inch tall, 90 percent view permeable wrought iron fence, in compliance with LIP Section 3.5.3(A)(1). 5 6 Pursuant LIP Section 13:5(C), non-conforming structures as defined by 13.5(A) of the Malibu LIP may be repaired and maintained if it does not result in enlargement or expansion of the structure. However, demolition and/or reconstruction that results in replacement of more than 50 percent of non-conforming structures, including all demolition and/or reconstruction that was undertaken after certification of the LCP, is not permitted unless such structures are brought into conformance with the policies and standards.of the LCP. There is a 20-foot wide easement along the front property line. Pursuant to Zoning Code Interpretation No. 1, any private street or access way in an easement wider than 20 feet is anticipated to be developed to its ultimate width. Therefore, setbacks should be measured from the edge of the easement rather than the property boundary. Page 3 of 13 Agenda Item 5.B Accessory Structures As previously discussed, three accessory structures are proposed; a screening room, a gym and a game room. Pursuant to LIP Section'3.6(M), accessory structures may -also be permitted as an accessory to a permitted or existing single-family residence. Accessory structures include, but are not limited to, a stable, workshop,. gym, studio, pool cabana and office. Game Room The remodel of the existing 1,170 square foot guest house includes the removal of two bedrooms and. the shower to convert it from a guest house into an accessory structure. The converted structure consists of a game room, playroom and a half bathroom. Screening Room The screening room consists of an open room connected to a bar and a half bathroom. No kitchen facilities are proposed in this structure. A basement is proposed below the footprint.of the screening room. The basement includes a four foot wide exterior stairway to provide exterior egress., The proposed basement light well is consistent with the basement light well policy'. Gym The existing 440 square foot gym has an attached outdoor barbeque area covered by a trellis. Improvements to the gym consist of a 402 square foot addition by enclosing the barbeque area. The addition will accommodate a vestibule shower, bathroom and sauna. All three.proposed structures are not considered to be a guest house or -second unit .based on the accessory structure definition outlined in LCP Policy No. 28. As such, they is not limited to the 900 square foot maximum and no additional parking is necessary for the structures. Surrounding Land Uses and Project Setting The subject property is a long rectangular lot that extends from PCH to the Pacific Ocean. Access to the property is provided from PCH by an access road that runs parallel to PCH. The access road serves seven parcels, including the subject property. ~ The lighfin►ell policy was developed per comments from the Zoning Ordinance Revision and Code Enforcement(ZORACES) Subcommittee on March 10, 2005. 8 Pursuant to LCP Policy No. 2, accessory structures shall be designed so rooms are not easily useable as additional bedrooms. An accessory structure shall not contain kitchens, bedrooms, dishwashers or bathtubs. Selective sanitation fixtures are permitted including;, small bar sinks, toilets, showers, hand sinks, steam rooms and saunas: The policy is located in the Zoning Interpretation and Policy guide, which is available on the City website. Page 4 of 13 Agenda Item 5.B The subject site does not contain environmentally sensitive habitat area (ESHA). The entire site is located within the Appeal Jurisdiction as depicted on the Post-LCP Certification Permit and Appeal Jurisdiction Map. A trail is located approximately 200 feet north along East Winding Way across the street from the subject property, as depicted on the LCP Park Lands Map. The subject property does not facilitate any type of connection to this trail. Existing trees along the front property line obstruct views of the existing development from PCH. Additionally, the proposed development is lower in height than the existing development, so there will be no new visual impacts from the trail or from PCH. The pending LCP Park Lands and Trails Systems map, adopted by City Council, delineates a future California Coastal trail along the shore of the beach. The subject site currently contains a lateral access easement along the beach which will help facilitate the Coastal Trail Site data is summarized in Table 1. fix . p.xa;~ ~ ~3, ;'~s~'e m„`~..::.: .~,..w.....<.~..,. .....,...r..,~., ""'y ..,., °~'`: e ,,,..x,,,».. ~ ,. ~_ ~ ~ ~ ~ ~ ~ ~ '" c& _...~.M.,.~,::,.~.,. , .«w.~..m.~..;.«.m.,,,, 3x •' sus /• ~ ~ ~ • ~ • , ~ ~ ~~. ~R~,it~ .=' °y"~ '`~.««s;~~ ~'` .. —.~ ._. ,.Lam:.:A„~.a ;,: _ a.~.a. ~ ~ • 1 ~ •• • , ~ ~ The subject parcel is zoned RR-2 and is located within an established, single-family residential neighborhood. Table 2 includes a description of the adjacent land uses. ___ Land Use Vacant North youth West ~dc~`ess Lat Size 27777 Pacific Coast Hi hwa 162,901 sq. ft. Pacific Ocean 27768 Pacific Coast Highway 97,433 sq. ft. Zone RR-2 RR-2 Single-Family East 27740 Pacific Coast Highway RR-2 Single-Family 189,999 sq. ft. Project Description The proposed project consists of: • Conversion of an after-the-fact duplex into asingle-story single-family residence with a 214 square foot addition; • Conversion of a 1,170 square foot detached guest cottage into a game room; 9 The net area is the total gross area excluding slopes greater than 1:1 (LIP §3.6(F)(4)) and access easements for purposes of calculating yards(LIP Chapter 2). Page 5 of 13 Agenda Item 5.B • 402 square foot addition to the existing 440.square foot detached gym; • 400 square foot two car garage; • 1,537 square foot detached screening room with a 1,537 square foot _basement; and, • 288 square foot garden shed. Associated development includes: • New AOWTS; • 837.4 cubic _yards of total grading, including 69.4 cubic yards of non-exempt grading and 768 cubic yards of export; • 11,440 square feet(12.45 percent) of impermeable coverage; and • New landscaping. The project includes the following discretionary requests: • MM No. 14-013 for a reduction of the front yard.setback 50 percent, from 65 feet to 32.5 feet for the garage, and 8 percent for the single-family residence, from 65 feet to 5 feet; • MM No. 15-005 for a reduction of the required west side yard setback 20 percent, from 9 feet to 7 feet, 2 inches; and. • DP No. 14-011 for the demolition of more than 50 percent of the duplex's exterior walls. Total Development Square Footage (TDSF): The resulting development will have 6,719.5 square feet of TDSF comprised of: • • • • • • • • Single-family residence: Garage: Accessory Structure: Covered Porch: Screening Room: Basement below screening room'o: Gym: Garden Shed: 1.,837 sq. ft. 400 sq. ft. 1,170 sq. ft. 465 sq. ft. 1,537 sq. ft. 268.5 sq. ft. 842 sq. ft. 200 sq. ft. 6,719.5 square feet 10 One square foot of TDSF is counted for every two square feet of basement area in excess of 1,000 square feet. A 1,537 square foot basement is proposed. 1,537-1,000 = 537/2= 268.5 square feet of TDSF. Page 6 of 13 Agenda Item 5.B LCP Analysis The Malibu LCP consists of a Land Use Plan (LUP) and the LIP. The LUP contains programs and policies to implement the Coastal Act in Malibu. The purpose of the LIP is to carry out the policies of the LUP. The LIP contains specific policies and regulations to which every project requiring a coastal development permit must adhere. This project has been reviewed and approved for LCP conformance review by the Planning Department, as well as the City Biologist, City Environmental Health Administrator, City Geologist, City Public Works Department, and Los Angeles County Fire Department (Attachment 4). There are 14 sections within the LIP that potentially require conformance review and specific findings to be made, depending on the nature and location of the proposed project. Of these 14, five sections are for conformance review only and require no findings. These sections include Zoning, Grading, Archaeological /Cultural Resources, Water Quality and Onsite Wastewater Treatment Systems, and are discussed under the LIP Conformance.section. is The remaining nine sections that potentially require specific findings to be made are found in the following LIP chapters: 1) Coastal Development Permit Findings; 2) ESHA; 3) Native Tree Protection; 4) Scenic, Visual and Hillside Resource Protection; 5) Transfer of Development Credits; 6) Hazards; 7) Shoreline and Bluff Development;.8) Public Access; and 9) Land Division. Of these nine, General Coastal Development Permit (including the minor modification findings), Scenic, Visual and Hillside Resource Protection, Native Tree Protection and Hazards fndings apply to the project. Consistency review with these sections discussed later in - the LIP Findings Section. Based on the. project site and scope of .work described above, the ESHA, Transfer of Development Credits, Shoreline and Bluff Development, Public Access and Land Division findings are not applicable or required for the project. LIP Conformance Zoning (LIP Chagter 3) As shown in Table 3, the project conforms to the residential development standards contained in - LIP Chapter 3 regarding rural residential development with the inclusion of MM No. 14-013 and MM No. 15-005. The project has been determined to be consistent with all applicable LCP codes, standards, goals, and policies. Page 7 of 13 Agenda Item 5.B ~. .., ~. _ . Development Requirement Allowed! Re aired SETBACKS Sin /e-Famil Residence 65 ft. Front Minimum side and 10% 9 ft. 22 ft., 6 in. Cumulative side yard 25% Rear 15 ercent 117 ft. SETBACKS Gara e 65 ft. Front Minimum side and 70% 9 ft. 22 ft., 6 in: Cumulative side yard 25% Rear 15 ercent 117 ft. SETBACKS Screenin Room Front 65 ft. Minimum side and 10% 9 ft. 22 ft., 6 in.. Cumulative side yard 25% Rear 15 ercent 117 ft. Room SETBACKS Game Front 65 ft. Minimum side and 10% 9 ft. 22 ft., 6 in. Cumulative side yard 25% 117 ft. Rear 15 ercent SETBACKS G m Front 65 ft. Minimum side and 10% 9 ft. 22 ft., 6 in: Cumulative side yard 25% Rear 15 ercent 117 feet HEIGHT Main House 18 ft. Gara e 18 ft. Screenin Room 18 ft. 18 ft. Game Room ~ 18 ft. G m IMPERMEABLE 25,000 s . ft. TDSF 8,653 s . ft. 2 enclosed/ PARKING 2 unenclosed Existing Proposed Comments 60 fit. 5 ft. 25 ft. 60 ft. 7 ft., 2in. 24 ft., 2 in. MM No. 14-013 MM No. 15-005 Complies 650 ft. 650 ft. Com lies NA NA NA 32 ft., 6 in. 7 ft., 2in. 74 ft. MM No. 14-073 MM No. 15-005 Complies NA 690 ft. Com lies NA NA NA 330 ft. 22 ft. 57 ft., 6 in. Com lies Com lies Complies NA 360 ft. Com lies 405 ft. 22 ft. 57 ft., 6 in. 405 ft. 22 ft. 57 ft., 6 in. Com lies Com lies Complies 300 300 ft. Com lies 460 ft. 10 ft. 82 ft., 6 in. 460 ft. 10 ft. 82 ft., 6 in. Com lies Com lies Complies 250 ft. 220 ft. Com lies 18 ft., 6 in. NA NA 14 ft., 10 in. 14 ft., 5 in. 13,653- s . ft. 3,648 s . ft. O.enclosed/ 2 unenclosed 15 ft., 6 in. 11 ft., 2 in. 15 ft., 11 in. 16 ft. 14 ft., 10 in. 11.,440 s . ft. 6,719.5 s . ft. 2 enclosed/ 2 unenclosed Com lies Com lies Com lies Com lies Com lies Com lies Com lies Complies Page 8 of 13 Agenda Item 5.B Grading (LIP Chapter 8) The project conforms to the grading requirements as set forth under LIP Section 8.3, which ensures that new development minimizes the visual and resource impacts of grading and landform alteration by restricting the amount of non-exempt grading to a maximum of 1,000 cubic yards for residential development. q•! p ~ ~° ~ ~~""C. "T~i ,~, ° ~7 .`. ,. 3.r ~#~' x :f a 3.~ %YSb"~'~.'`"k t~ R ~ -, aK~^x2 M r. ~~~ J'ro+:~'r°°7,:1,"r:Xi: <, £ u~ ~ C°~ .~z~~~~ y~ £ "''.'~ "rP.i`..yi'~.~n• ~' ~4 • • • ' Q~ .. e ~ r • ' .: ~ , ~~ ~ ~ • ' ' ~ • 1 ~.~ ~ ~ All quantities listed in cwbic yards unless otherwise noted. "Exempt grading includes all R&R, understructure and safety grading. ""R&R= Removal and Re-compaction "'""Safety grading is the incremental,grading required for Fire Department access (such as turnouts, hammerheads, turnarounds and any other increases in driveway width above 15 feet as required by the Los Angeles County Fire Department). Archaeological /Cultural Resources(LIP Chapter 11) LIP Chapter 11 requires certain procedures be followed to determine potential impacts on archaeological resources. Pursuant to these requirements, a Phase 1 Archaeological Report dated March 2014 prepared by Robert Wlodarski was submitted to staff for review. The report indicated that no archaeological resources were found within property boundaries; therefore, no further studies are required at this time. In the event thaf- potentially important cultural resources are found during project construction, the project has been conditioned to stop work until.resources can be evaluated. Conditions of approval have been included in Planning Commission Resolution No. 15-28 pertaining to the protection of cultural resources. Should .any potentially important cultural resources be found in -the course of geologic testing or during_ construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Planning Director can review this information. Water Quality (LIP Chagter 17) The City Public Works Department has reviewed and approved the project for conformance to LIP Chapter 17 requirements for water quality protection. Standard conditions of approval require that prior to permit issuance, construction-phase erosion control, and storm water pollution prevention plans must be approved by the City Public Page 9 of 13 Agenda Item 5.B Works Department. With the implementation of these conditions, the project conforms to the Water Quality Protection standards of LIP Chapter 17. Onsite Wastewater Treatment Systems (LIP Chapter 18) LIP Chapter 18 addresses OWTS. LIP Section 18.7 includes specific siting, design, and performance requirements. The proposed project includes abandoning the existing septic system and installation of a new AOWTS. The City Environmental Health Administrator has reviewed the proposed AOWTS and determined that the subject system will meet all applicable requirements. The applicant is required to record a covenant indicating the proper operation and maintenance of the AOWTS. In addition, conditions of approval have been included for the proposed project to require continued operation, maintenance and monitoring of the subject system, and proper abandonment of the existing system components. LIP Findings The following LIP sections apply to the project. For the reasons discussed below, the project is consistent with these provisions. All the required findings can be made and are fully enumerated in Planning Commission Resolution No. 15-28 (Attachment 1). Coastal Development Permit Findings (LIP Chapter 13) The project has been reviewed for conformance with the LCP by the Planning Department, the City Biologist, City Environmental Health Administrator, City Geologist, City. Public Works Department, and Los.Angeles County Fire Department. Based on the submitted .reports and plans, and site investigation, and as discussed throughout this report, the project, as conditioned, complies with the provisions of the LCP applicable to residential development in the RR zone. Subject to the conditions of approval, the project conforms to the LCP with the inclusion of the minor modifications. Minor Modification (LIP Section 13.27 Two minor modifications are proposed. The first request, MM No. 14-013, is to reduce the front yard setback by 50 percent from 65 feet to 32.5 feet for the garage, and 8 percent reduction of front yard setback for the single-family residence, from 65 feet to 5 feet. The second request, MM No. 15-005, is proposed to reduce the required west side. yard setback 20 percent, from 9 feet, to 7 feet, 2 inches. Although the property is large in terms of acreage, it is relatively narrow, and the location of the existing duplex that will become the single-family residence limits location options for vehicle access and a new garage location. Both .minor modifications are proposed to accommodate a portion of the new two car, garage,.and a portion of the rebuilt single-family residence to fill in an existing area that does not encroach within the front setback area further than what currently exists. The modifications are:consistent with the neighborhood character and Page 10 of 13 Agenda Item 5.B do not interfere with public or private views. The project complies with the required size limitations, height requirements, and east side and rear yard setbacks. All of the required findings can be made and are .fully enumerated in the attached Planning Commission Resolution No. 15-28. Native Tree Protection Chapter jLIP Chapter 5) The subject property contains two Coast Live Oak trees and twelve California Sycamore Trees. Pursuant to Chapter 4 of the LCP, new development shall be sited and designed to avoid impacts to native trees" to the maximum extent feasible. A condition of approval has been included in the resolution that requires high visibility fencing outside of the tree protection zone (5-feet beyond the drip line) of all native trees prior to the initiation of construction to ensure the project minimizes encroachment in the protected zone of the native trees. Additionally, most of the 14 trees are weak or distorted due to prior pruning activities12. In order to improve the vigor of the trees, the project arborist .recommended the following restoration- measures: 1) the. placement of mulch over the soil within the protected zone of the native trees to prevent' compaction and stimulate microbial actibity; 2) the removal of displaced soil from above the root crown and between the base of the trunks of tree nos. 2, 3, and 8; 3) construction of a brace to support tree no. 10 which appears to be structurally compromised; 4) employment of dust mitigation shall to minimize disturbance of excessive particulate matter into the atmosphere which would intertere with proper photosynthesis and contribute to the presence of mites and other leafborne insect predators; 5) installation of a temporary irrigation system to deliver supplemental .water to the original root zones of all the protected trees; and 6) prohibition of pruning of the protected trees ,until after construction and site development is complete. Since no work is proposed within the protected zone of the native trees, the restoration measures are recommended;_ however, staff did riot identify a nexus:to require said recommendations as conditions of approval. Scenic, Visual and Hillside Resource Protection (LIP Chapter 6) The proposed development will take place on a residentially zoned lot that is developed with asingle-family residence and accessory, detached development. The project site consists of a flat pad above Escondido Beach, approximately 117 feet landward from the top of the bluff. The project will not be visible from PCH since there is existing mature vegetation and a steep ascending slope between the subject property and the highway. The project is subject to the Scenic,.Visual and Hillside Resource Protection .standards set forth in Chapter 6 of the LCP because the project has potential to be visible from Escondido beach. As such, the project will be subject to standard conditions of LIP "Native trees protected under Chapter 5 of the LCP include: native oak (Quercus species), California Walnut (Juglans californica), Western Sycamore (Platanus racemosa), Alder (Alnus rhombifolia), or Toyon (Heteromeles arbutifolia) tree, that has at least one trunk measuring six inches or more in diameter, or a combination of any two trunks measuring a total of eight inches or more in diameters measured at four and one-half feet above natural grade.(Ord. 303 § 3, 2007) 1z Per the Protected Tree Report by Ashley Consulting Arborists, dated November 24, 2014. Page 11 of 13 Agenda Item 5.B Chapter 6 pertaining to lighting, colors and materials for protection of visual resources. Based on review of the application, the scope of work, and surrounding development, the. proposed development, as conditioned is not expected. to have impacts on visual resources.and complies with LIP Chapter 6. Hazards lLIP Chapter 9) Based on review of the project plans and the City Geologist, City Public Works Department and the LACFD approvals, the proposed project, as conditioned, does not have an adverse impact on the subject site. Additionally, the entire City is in a very high fire hazard severity zone, so appropriate building materials will be required. Due to the presence of this hazard, the. findings set forth in LIP Section 9.3 are made in the attached Planning Commission Resolution No. 15-28. . Shoreline and Bluff Development(LIP Chagter 10) The Shoreline and Bluff Development Chapter governs those coastal development permit applications concerning any parcel of land that is located on or along the shoreline, a coastal bluff or bluff-top fronting the shoreline. The proposed development is located on the existing flat portion of the property, which is 117 feet landward of the top of the bluff at its closest point. The project will not result in any significant adverse impacts on public access, shoreline sand supply, the bluff, or other coastal resources due to the project design and location on the subject parcel. Malibu Municipal Code(M.M.C.)Zoning Ordinance Analysis Many of the development standards and requirements of the Zoning Ordinance, Title 17 of the M.M.C., were discussed previously in the LCP Analysis section of this report. One section of Title 17 that does not occur in the LCP is Demolition Permits. As such, the demolition portion of this project has been 'reviewed for M.M.C. conformance by the Planning Department and has been found to be in conformance with this section of the code. ENVIRONMENTAL REVIEW: Pursuant to the authority and criteria contained in CEQA, the Planning Commission has analyzed the proposed project. The Planning Commission found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA pursuant to .Sections 15301(1) and 15303(d) —demolition of existing Structures and new construction or conversion of small structures. The Planning Commission has further determined that none of the six exceptions to the use of a categorical exemption apply to this project(CEQA Guidelines Section 15300.2). Page 12 of 13 Agenda Item 5.B CORRESPONDENCE: To date, staff has received no correspondence regarding this project. ~PUBLIC~NOTICE: Staff published a Notice of Public Hearing in a newspaper of general circulation within the City of Malibu on April 9, 2015 and mailed the notice to .all property .owners and occupants within a 500-foot radius of the subject property (Attachment 6). SUMMARY: The required findings can be made that the project complies with the LCP. Further, the Planning Department's findings of fact are supported. by substantial evidence in the record. Based on the analysis contained in this report and the accompanying resolution, staff. recommends approval of this project subject to the conditions of approval contained in Section 5 (Conditions of Approval) of Planning Commission Resolution No..15-28. The project has been reviewed and conditionally approved for conformance with the LCP by Planning Department and appropriate City departments. ATTACHMENTS: 1. 2. 3. 4. 5. Planning Commission Resolution No. 15-28 Aerial and Vicinity Map Project Plans Department Review Sheets Public Hearing /Mailing Notice All reports and documents referenced, and not attached to the agenda report, are available by contacting the City of Malibu Planning Department at 310-456-2489, extension 245. Page 13 of 13 Agenda Item 5.B CITY OF MALIBU PLANNING COMMISSION RESOLUTION NO.15-28 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF MALIBU, DETERNIINING THE PROJECT IS CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND APPROVING COASTAL DEVELOPMENT PERMIT. NO. 14-044 TO ALLOW FOR THE CONVERSION OF AN AFTER-TIE-FACT DUPLEX INTO ASINGLE-STORY SINGLE-FAMILY RESIDENCE WITH A 214 SQUARE FOOT ADDITION, CONSTRUCTION OF A NEW DETACHED 400 SQUARE FOOT TWO CAR GARAGE, NEW 1,537 SQUARE FOOT DETACHED SCREE1vING ROOM WITH A 1,537 SQUARE FOOT BASEMENT, NEW 288 SQUARE FOOT GARDEN SHED,402 SQUARE FOOT ADDITION TO THE EXISTING 440 SQUARE FOOT DETACHED GYM, CONVERSION OF A 1,170 SQUARE FOOT DETACHED GUEST COTTAGE INTO A GAME ROOM,INSTALLATION OF A NEW ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM, NEW LANDSCAPING, AND GRADING, INCLUDING MINOR MODIFICATION NO. 14-013 FORA 50 PERCENT REDUCTION OF THE REQUIRED FRONT YARD SETBACK, MINOR MODIFICATION NO. 15-005 FORA 20 PERCENT REDUCTION OF THE REQUIRED SIDE YARD SETBACK,AND DEMOLITION PERMIT NO. 14-011 FOR THE DEMOLITION OF MORE THAN 50 PERCENT OF THE DUPLEX'S EXTERIOR WALLS LOCATED AT 27758 PACIFIC COAST HIGHWAY IN THE RURAL RESIDENTIAL-TWO ACRE ZONING DISTRICT(AZRIA). THE PLANNING COMMISSION OF THE CITY OF MALIBU DOES HEREBY FIND, ORDER AND RESOLVE AS FOLLOWS: Section 1. Recitals. A. On June 23, 2014, an application for Coastal Development Permit.(CDP)No. 14-044 was submitted to the Planning Department. The CDP application was routed to the City Geologist, City Biologist, City Environmental Health Administrator, the City Public Works Department, and the Los Angeles County Fire Department(LACFD)for review. B. On December 29, 2014, a courtesy notice was mailed to all property owners and occupants within a 500-foot radius ofthe subject property. C. property. D. On January 8, 2015, the applicant posted a Notice of Application on the subject On March 25,2015,Planning Department staff deemed the application complete. E. On Apri19, 2015, a Notice of Public Hearing was published in a newspaper of general circulation within Malibu and was mailed to all property owners and occupants within a 500-foot radius ofthe subject property. F. On May 4, 2015, the Planning Commission held a duly noticed public hearing on the subject application, reviewed and considered the staff report, reviewed and considered written Planning Commission Resolution No. 15-28 Page 1 of25 ATTACYxMEN~' 1 reports, public testimony, and other information in the record. Section 2. Environmental Review. Pursuant to the authority and criteria contained in CEQA,the Planning Commission has analyzed the proposed project: The Planning Commission found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment. Therefore, the project is categorically exempt from the provisions of CEQA pursuant to Section 15301(1) Demolition of Existing Structures and 15303(d)—New Construction or Conversion of Small Structures. The- Planning Commission has further determined that none of the six exceptions to the use ofa categorical exemption apply to this project(CEQA Guidelines Section 15300.2). Section 3. Coastal Development Permit An~roval and Finding Based on substantial evidence contained within the record and pursuant to Local Coastal Program (LCP)Local Implementation Plan(LIP) Secfions 13.7(B) and 13.9, the Planning Commission hereby adopts the findings of fact for CDP No. 14-044, Minor Modification(MM)No. 14-013, MM No. 15005, and Demolition Permit(DP)No. 14-011. The project has been reviewed for conformance with the LCP by Planning Department staff, the City Biologist, City Geologist, City Public Works Department and Los Angeles County Fire Department. Subject to the conditions of approval, the project is consistent with all applicable LCP and Malibu Municipal Code(M.M.C.), standards, goals and policies. A. General Coastal Development Permit(LIP Chapter 13) LIP Section 13.9 requires the following four findings to be made for all CDPs. Finding Al. That the project as described in the application and accompanying materials, as modified by any conditions of approval, conforms with the certified City of Malibu Local Coastal Program. The proposed project has been reviewed for conformance with the LCP by the Planning Department, City Biologist, City Geologist, City Public Works Department and LACFD. The proposed project, as conditioned, conforms to the LCP in that it meets all applicable residential development standards, with the inclusion ofthe minor modifications for a reduce front yard and side yard setback. Finding A2. The project is located between thefirst public road and the sea. The project conforms to the public access and recreation policies of Chapter 3 of the Coastal Act of 1976 (commencing with Sections 30200 ofthe Public Resources Code). The subject property is a blufftop parcel off of Pacific Coast Highway, above Escondido Beach. The location of the proposed project and related construction activities are located on north side of the parcel, which is a flat pad 117 feet from the top of bluff. Due to the distance from the coast, the project will interfere with the public's right to access the coast. In addition, the subject property contains a lateral access easement along the beach that provides the public access and recreation use para11e1 to the shoreline. Therefore, the project conforms to the public access and recreation policies Planning Commission Resolution No. 15-28 Page 2 of25 of Chapter 3 of the Coastal Act of 1976 (commencing with Section 30200 of the Public Resources Code). Finding A3. The project is the least environmentally damaging alternative. Pursuant to CEQA,this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment and is categorically exempt from CEQA. The proposed project would not result in significant adverse effects. on the environment, within the meaning of CEQA, and there are no further feasible alternatives that would further reduce any impacts on the environment. The project complies with the size and height requirements ofthe LCP. The following alternatives to the proposed project were considered. Two alternatives to the proposed project were considered to determine which was the least environmentally damaging. 1. No Project The no project alternative would avoid any change to the project site. The project site is currently non-conforming in respects parking, setbacks, guest house size and the height of the front yard wall. The property also contains fourteen protected native tree that are currently weak due to prior pruning activities, and the existing conventional OWTS system does not produce effluent that has received secondary and tertiary treatment. The project objectives to improve the site include bringing the non-conforming aspects of.the property into conformance with the LCP and M.M.C. and installation of an AOWTS which will provide secondary and tertiary treatment of effluent. In addition, the project has been conditioned to comply with the recommendations of the consulting biologist to improve the health and vigor of the protected trees. The no project alternative would not accomplish any ofthe project objectives; and therefore, is not a viable project option. 2. Alternative Project — A smaller project or alternative configuration of the house could be proposed on the project site. Nevertheless, it is not anticipated that a smaller project or alternative location would offer environmental advantages, as the project proposes less square footage and. impermeable coverage' than what is allows per. the LIP and the proposed residential development and the associated accessory structures conform to the development standards. Therefore, it is not anticipated that a smaller or relocated project would be an environmentally superior alternative. 3. Proposed Project —With the approval of the minor modification and demolition permit requests, the proposed project meets all the development policies of the LCP and has been determined to be the least environmentally damaging alternative. Finding A4. Ifthe project is located in or adjacent to an environmentally sensitive habitat. area pursuant to Chapter 4 of the Malibu LIP (ESHA Overlay), that the project conforms with the recommendations of the Environmental Review Board, or if it ._does not conform with the recommendations,findings explaining why it is notfeasible to take the recommended action. The project site is not designated as ESHA on the LCP ESHA .Overlay Map and is exempt from review by the Environmental Review Board. Planning Commission Resolution No. 15-28 Page 3 of25 B. Minor Modification for Reduction of Front Yard Setback(LIP Section 13.27) LCP Section 13.27 requires that the City make three findings in the consideration and approval of a minor modification to reduce the required front yard setback up to 50 percent. The applicant is requesting a minor modification to reduce the front yard setback 50 percent, from 65 feet to 32.5 feet for the garage, and eight percent for the single-family residence, from 65 feet to five feet. Based on the evidence in the record, the findings for MM No. 14-013 are made as follows: Finding Bl. That the project is consistent with policies andprovisions ofthe Malibu LCP. As 'discussed in Finding A1, the project has been reviewed and analyzed for conformance with the LCP. The project is consistent with the policies and provisions ofthe LCP. Finding B2. That the project does not adversely affect neighborhood character. is The project proposes asingle-story single-family residence within asingle-family residential neighborhood. The proposed single-family residence will not project any further into the front yard setback than the current residence. Due to the narrow width ofthe lot as well as the siting of existing development, the 11 foot tall garage will be located in front of the single-family residence, closer to the property line than the existing development. The garage is lower in height than the proposed residence which is located directly behind (south) of the garage. Most of the properties along the same access road offPCH are developed with similar setbacks to the proposed project. The front yard of the subject property fenced and landscaped, which is also consistent with the surrounding development. Granting the minor modification for the front yard setback requirement will not adversely affect neighborhood character. Finding B3. The proposedproject complies with all applicable requirements ofstate and local law. The proposed project has.received LCP conformance review from the City Planning Department, City Environmental. Health Administrator, City Biologist, City Geologist, City Public Works Department and the LACFD. It must also be approved by the Environmental Sustainability Department. prior to issuance of building permits. The project complies with all applicable requirements of State and local law. C. Minor Modification for Reduction of West Side Yard Setback(LIP Section 13.27) Based on the evidence in the record, the findings for MM No. 15-005 to reduce the required west side yard setback 20 percent, from 9 feet to 7 feet,2 inches are made as follows: Finding Cl. That the project is consistent with policies and provisions ofthe Malibu LCP. As previously stated in Finding A1, the project has been reviewed and analyzed for conformance with the LCP. The project is consistent with the policies and provisions ofthe LCP. Finding C2. That the project does not adversely affect neighborhood character. As previously stated in Finding B2, the proposed project does not adversely affect neighborhood character. The existing residence is located five feet from the west side yard setback where a nine .foot setback is required. The reconstructed residence and new garage is proposed to be located 7 feet, 2 inches from the west side yard setback, thus moving development further from the property line. As previously discussed in Findings B2, most of the properties along the same access road off PCH are. developed with similar setbacks. Therefore, granting the minor modification for the side yard setback requirement will not adversely affect neighborhood character. Finding C3. The proposed project complies with all applicable requirements ofstate and local law. As previously discussed in Finding B3,the project complies with all applicable requirements. of state and local law. D. Environmentally Sensitive Habitat Area(ESHA)Overlay(LIP Chapter 4) The project site does not contain ESHA;therefore, the findings in LIP Chapter 4 are not applicable. E. Native Tree Protection Chapter(LIP Chapter 5) The provisions of the Native Tree Protection chapter only apply to those areas containing one or more native Oak, California Southern California black walnut, Western Sycamore, Alder or Toyon trees that have at least one trunk measuring six inches or more in diameter, or a combination of any two trunks measuring a total of eight inches or more in diameter, 4.5 feet from the ground. According to the Protected Tree Report prepared by the project arborist, Ashley Consulting Arborists, on November 24;- 2014, there are fourteen trees located on the project site, including two coast live oaks and twelve California Sycamore trees. Finding El. The proposed project is sited and designed to minimize removal ofor encroachment in the protected zone ofnative trees to the maximum extentfeasible. The proposed project was sited and designed to avoid an encroachment within the protected zone of any of the fourteen protected trees. Nonetheless, the project has been conditioned to require high visibility fencing outside of the tree protection zone (5-feet beyond the drip line) of all native trees prior to the initiation, of construction to ensure the project minimizes encroachment in the protected zone of the native trees. Additionally, most of the 14 trees are weak or distorted due to prior pruning activities. In order to improve the vigor of the trees, the restoration measures outlined by the project arborist for the fourteen trees are recommended. Finding E2. The adverse impact of tree removal andlor encroachment cannot. be avoided because there is no otherfeasible alternative. As previously discussed in Findings E1, the development was sited and designed to avoid impacts to the protected trees. Finding E3. Allfeasible mitigation measures that would substantially lessen any significant impact on native trees have been- incorporated into the approved project through design or conditions of approval. Planning Commission Resolution No. 15-28 Page 5 of25 As previously discussed in Finding E1, the development was sited and designed to avoid impacts to the protected trees which substantially lessens any significant impact on native trees. Additionally, as previously discussed in Finding EI, a condition has been added to the project that requires high visibility fencing outside of the tree protection zone (5-feet beyond the drip line) of all native trees prior to the initiation of construction to ensure the project minimizes encroachment in the protected zone ofthe native trees. F. Scenic Visual and Hillside Resource Protection Chapter(LIP Chapter 6) The Scenic, Visual and Hillside Resource Protection Chapter governs those CDP applications concerning any parcel of land that is located along, within, provides views to or is visible from any scenic area, scenic road, or public viewing area. LIP Chapter 2 defines a public viewing area as a location along existing scenic public roads and trails ar within public parklands. or beaches where there are scenic views of the beach and ocean, coastline, mountains, ridgelines, canyons and other unique natural features or areas. The project has potential to be visible from Escondido beach. Therefore, LIP Chapter 6 applies and the five findings set forth in LIP Section 6.4 are made as follows. Finding Fl. The project, as proposed, will have no significant adverse scenic or visual impacts due to project design, location on the site or other reasons. is The project site consists of a flat pad above Escondido Beach,- approximately 117 feet landward of the top ofthe bluff. Due to a slope that ascends to Pacific Coast Highway from the subject property, and thick vegetation along the access road that services the property, the subject site not visible from Pacific Coast Highway or other designated scenic roadways. Development has potential to be visible from Escondido Beach, particularly lighting. Therefore, conditions pertaining to lighting, colors and materials for protection of visual resources and to prevent any future impacts and/or maintain the existing conditions as they pertain to public views have been included in this resolution. Therefore, the project as conditioned will have no significant adverse visual impacts to public views due to project design, location on the site or other reasons. Finding F2. The project, as conditioned, will not have significant adverse scenic or visual impacts due to required project modifications, landscaping or other conditions. As discussed in Finding F1, the proposed project will not have significant adverse scenic or visual impacts. Therefore, the project will not have any significant adverse scenic or visual impacts. due to project modifications, new landscaping or other conditions. Finding F3. The project, as proposed or as conditioned,- is the least environmentally damaging alternative. As discussed in Finding A3,the proposed project is the least environmentally damaging alternative. Finding F4. There are no feasible alternatives to development that would avoid or substantially lessen any significant adverse impacts on scenic and visual resources. As discussed in Findings A3, F1 and F2, there are no feasible alternatives that would substantially Planning Commission Resolution No. 15-28 Page 6 of25 lessen adverse scenic or visual impacts. The proposed project will not have significant adverse impacts on scenic or visual resources. Finding FS. Development in a specific location on the site may have adverse scenic and visual impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified LCP. As discussed in Findings A3,F1 and F2, the proposed project will not have significant adverse scenic impacts and is the least environmentally damaging feasible alternative. G. Transfer of Development Credits(LIP Chapter 7) Pursuant to LIP Section 7.2, the transfer of development credits only applies to land divisions and/or new multi-family development in specified zoning districts. The proposed GDP does not involve a land division or multi-family development. Therefore, LIP Chapter 7 does not apply. H. Hazards(LIP Chapter 9) Pursuant to LIP Section 9.3, written findings'of fact,. analysis and conclusions addressing geologic, flood and fire hazards, structural integrity, or other potential hazards must be included in support of all approvals, denials or conditional approvals of development located in or near an area subject to these hazards. The project was analyzed for the hazards listed in the LIP Section 9.2.A.1-7 by the City Public Works Department and City Geologist, and has been determined to be consistent with all relevant policies and regulations of the LCP. Nonetheless, the findings set forth in. LIP Chapter 9 are made as follows. Finding Hl. The project, as proposed will neither be subject to nor increase instability ofthe site or structural integrityfrom geologic,flood, orfire hazards due to project design, location on the site or other reasons. is On August 1, 2014, the City Geologist reviewed the Geologic and Soils Engineering Reportsl dated May 22, 2014 and November 5, 2014 prepared by Geo-Advantec, Inc. and Earth Systems Southern California, respectively and determined the proposed project, constructed in accordance with the recommendations from the project's geotechnical consultants, consistent with the LCP. In the reports, site-specific conditions are evaluated, and recommendations are provided to address any pertinent issues. The entire city limits of Malibu are located in a high fire hazard area. However, the proposed development will incorporate all required measures of the LACFD to minimize risks from wildfire. The LACFD serves the City, as well as the California Department of Forestry, if needed. In the event of major fire, the County has mutual aid agreements with cities and counties throughout the State so that additional personnel and firefighting equipment can augment the LACFD. Nonetheless, the applicant will be required to record a deed restriction acknowledging and assuming the hazard risk of 1 The May 22,2014 report prepared by Geo-Advantec,Inc. is a supplemental report to the original Geotechnical Report dated November 22,2013. The November 5,2014 report prepared by Earth Systems Southern California is one oftwo supplemental reports to the original Geotechnical Report dated April 14,2014. Planning Commission Resolution No. 15-28 Page 7 of25 fires at the site. The deed restriction shall indemnify and hold the City and City staff harmless against any liability ofthe permitted project as the entire parcel is in a high risk wildfire zone area. will The proposed project incorporate all recommendations contained in the previously referenced geotechnical reports. Given this, the proposed project will neither be subject to nor increase the instability of the site or structural integrity from geologic, flood, fire, or other hazards. The City Geologist and the Public Works Department have reviewed the project and determined it to be consistent with all relevant policies and regulations regarding potential hazards. Finding H2. The project, as conditioned, will not have significant adverse impacts on site stability or structural integrity from geologic, flood or fire hazards due to required project modifications, landscaping or other conditions. As previously discussed in Finding H1, the proposed project has been determined not to adversely affect the stability or structural integrity of the site from geologic, flood, fire, or other hazards as proposed and conditions. The project will be reviewed by the City's Building Safety Department to ensure that it will not have significant adverse impacts on the site stability or structural integrity. Finding H3. alternative. The project, as proposed or as conditioned, is the least environmentally damaging As discussed in Finding A3, the project .as proposed and conditioned is the least environmentally damaging alternative. Finding H4. There are no alternatives to development that would avoid or substantially lessen impacts on site stability or structural.integriry. The proposed project is for the construction of a new single-family residence which will be located on top of an existing building pad which was previously graded. The existing stability ofthe site will be maintained and the proposed residence will be reviewed by the City's Building.and Safety Department prior to construction to ensure compliance with all health and safety codes. As discussed in Finding A3, there are no feasible alternatives to development that would avoid or substantially lessen impacts on site stability or structural integrity. Finding HS. Development in a specific location on the site may have adverse impacts but will eliminate, minimize or otherwise contribute to conformance to sensitive resource protection policies contained in the certified Malibu LCP. As discussed in Finding A3, the proposed development is the least environmentally damaging alternative. The new residence will be constructed on top ofthe existing building pad which has been demonstrated to be safe from hazards. Therefore, .the proposed areas for development directly contribute to conformance with the sensitive resource policies set forth in the LCP. I. Shoreline and Bluff Development(LIP Chapter 10) LIP Section 10.3 requires that shoreline and bluff development findings be made if the proposed project is anticipated to result in potentially significant adverse impacts on coastal resources, Planning Commission Resolution No. 15-28 Page 8 of25 including public beach access and shoreline sand supply. The proposed development is located on the existing flat portion of the property, which is 117 -feet landward of the top of the bluff at its closest point. Since the subject property contains a bluff, the requirements of LIP Chapter 10 are applicable to the project and the required findings can be made as follows. or Finding Il. The project, as proposed, will have no significant adverse impacts on public access, shoreline sand supply or other resources due to project design, location on the site other reasons. The project site is seaward of Pacific Coast Highway; however, the bluff-top site of development is not subject to wave uprush and will not impact shoreline sand supply processes. The project is in compliance with the required 100-foot bluff setback. Therefore, the proposed project will not result in any significant adverse impacts on public access, shoreline sand supply, or other coastal resources due to project design location on the site. Finding I2. The project, as conditioned, will not have significant adverse impacts on public access, shoreline sand supply or other resources clue to required project modifications or other conditions. As stated in Finding I1 the project will not have any significant adverse impacts on public beach access or shoreline sand supply or other resources. Finding I3. alternative. The project, as proposed or as conditioned, is the least environmentally damaging As discussed previously in Finding A3, the project will not result in potentially significant impacts because: 1) feasible measures and/or alternatives have been incorporated to substantially lessen any potentially significant adverse effects of the development on the environment; or 2) there are no further feasible measures or alternatives that would substantially lessen any potentially significant . adverse impacts of the development on the environment. The project is the least environmentally damaging alternative. Finding I4. There are not alternatives to the proposed development that would avoid or substantially lessen impacts on public access, shoreline sand supply or other resources. As stated in Finding I1, as designed, the project will not have any significant adverse impacts on public beach access, or shoreline sand supply or other resources. Finding HS. In addition, if the development includes a shoreline protective device, that it is designed or conditioned to be sited as far landward as feasible, to eliminate or mitigate to the maximum extentfeasible adverse impacts on local shoreline sand supply and public access, there are no alternatives that would avoid or lessen irrtpacts on shoreline sand supply, public access or coastal resources and is the least environmentally damaging alternative. The proposed development does not proposed a shoreline protective device; therefore, this finding is not applicable. Planning Commission Resolution No. 15-28 Page 9 of25 J. Public Access(LIP Chapter 12) .trails, LIP Chapter 12 requires public access for lateral, bluff-top, and vertical access near the ocean, as well as and recreational access. The subject property contains a 25 foot wide lateral access easement along the beach. The project not will have an impact on the existing lateral access easement. Therefore, LIP Chapter 12 does not apply. K. Land Division(LIP Chapter 15) This project does not involve a division of land as defined in LIP Section 15.1; therefore, this section does not apply. L. Demolition Permit(M.M.C. Chapter 17.70) M.M.C. Section 17.70.060 requires that a demolition permit be issued for projects that result in the demolition of any building or shucture. More than 50 percent of the exterior walls of the existing residence will be demolished to accommodate the proposed development. The findings for DP No. ,. 14-011 are made as follows. Finding Kl. The demolition permit is conditioned to assure that it will be conducted in a manner that will not create significant adverse environmental impacts: Conditions of approval included in Section 5 of this resolution ensure that the project will not create significant adverse environmental impacts, including the requirement for a waste reduction and recycling plan that diverts at least 50 percent of construction and demolition waste. Finding K2. A developmentplan has been approved or the requirement waived by the City. This CDP application is being processed concurrently with DP No. 14-011. Therefore, approval of the demolition permit is subject to the approval of CDP No. 14-044. Section 4. Planning Commission Action. Based on the foregoing findings and the evidence contained within the record, the Planning Commission hereby.approves Coastal Development Permit No. 14-044, Minor Modification Nos. 14013 and 15-005, and Demolition Permit No. 14-011 subject to the following conditions. Section 5. Conditions of Ap royal. Standard Conditions 1. The property owners, and their successors in interest, shall indemnify and defend the City of Malibu and its officers, employees and agents from and against all liability and costs relating to the City's actions concerning this project, including (without limitation) any award of litigation expenses in favor of any person or entity who seeks to challenge the validity of any of the City's actions or decisions in connection with this project. The City shall have the sole right to choose its counsel and property owners shall reimburse the City's expenses incurred Planning Commission Resolution No. 15-28 Page 10 of25 in its defense ofany lawsuit challenging the City's actions concerning this project. 2. Approval of this application is to allow for the project described herein. The scope of work approved includes the following components: a. The proposed project consists of: i. Conversion of an after-the-fact duplex into asingle-story single-family residence with a 214 square foot addition; ii. Conversion of a 1,170 square foot detached guest cottage into a game room; iii. 402 square foot addition to the existing 440 square foot detached gym; iv. 400 square.foot two car garage; v. 1,537 square foot detached screening room with a 1,537 square foot basement; and vi. 288 squaxe foot garden shed. b. Associated development includes: i. New AOWTS; ii. 837.4 cubic yards oftotal grading, including 69.4 cubic yards ofnon-exempt grading and 768 cubic yards of export; iii. 11,440 square feet(12.45 percent)ofimpermeable coverage; and iv. New landscaping. c. Discretionary approvals include:. i. MM No. 14-013 for a reduction ofthe front yard setback by 50 percent, from.65 feet to 32.5 feet for the garage, and by 8 percent for the single-family residence, from 65 feet to 5 feet; ii. MM No. 15-005 for a reduction ofthe required west side yard setback by 20 percent, from 9 feet to 7 feet, 2 inches; and iii. DP No. 14-011 for the demolition of more than 50 percent of the duplex's exterior walls. 3. Subsequent submittals for this project shall be in substantial compliance with plans on-file with the Planning Department, dated March 24, 2015. In the event the project plans conflict with any condition of approval, the condition shall take precedence. 4. Pursuant to LIP Section 13.18.2, this permit and rights conferred in this approval shall not be effective until the property owner signs and returns the Acceptance of Conditions Affidavit accepting the conditions set forth herein. The applicant shall file this form with the Planning Department within 10 days of this decision and/or prior to issuance of any development permits. 5. The applicant shall submit three (3) complete sets of plans to the Planning Department, including items in Condition No. 6,for consistency review and approval prior to submittal for plan check and again prior to the issuance of any building or development permits. 6. This resolution, signed Affidavit and all referral sheets attached to the agenda report for this project shall be copied in their entirety and placed directly onto a separate plan sheet behind the cover sheet of the development plans submitted to the City Environmental and SustainabiliTy Department for plan check, and the City Public Works/Engineering Services Department for an encroachment permit(as applicable). Planning Commission Resolution No. 15-28 Page 11 of25 7. The CDP shall expire if the project has not commenced within three (3) years after the effective date ofthe permit, unless a time extension has been granted. Extension ofthe permit may be granted by the approving authority for due cause. Extensions shall be requested in writing by the applicant or authorized agent prior to expiration of the three-year period and shall set forth the reasons for the request. Any questions of intent or interpretation of any condition of approval will be resolved by the Planning Director upon written request of such interpretation. 9. All development shall conform to requirements of the City of Malibu Environmental and Sustainability Department, City Biologist, City Coastal Engineer, City Geologist, City Public Works Department, Los Angeles County Water Works District No. 29, and the LACFD, as applicable. Notwithstanding this review, all required permits shall be secured. 10. Minor changes to the approved plans or the conditions of approval may be approved by the Planning Director, provided such changes achieve substantially the same results- and .the project is still in compliance with the M.M.C. and the LCP. Revised plans reflecting the minor changes and additional fees shall be required. 11. Pursuant to LIP Section 13.20, development pursuant to an approved CDP shall not commence until the CDP is effective. The CDP is not effective until all appeals, including those to the California Coastal Commission (CCC), have been exhausted. In the event that the CCC denies the permit or issues the permit on appeal, the CDP approved by the City is void. 12. The applicant must submit payment for any outstanding fees payable to the City prior to issuance ofany building or grading permit. Cultural Resources 13. In the event that potentially important cultural resources are found in the course of geologic testing or during construction, work shall immediately cease until a qualified archaeologist can provide an evaluation of the nature and significance of the resources and until the Planning Director can review this information. Thereafter, the procedures contained in LIP Chapter l l and those in M.M.C. Section 17.54.040(D)(4)(b) shall be followed. 14. If human bone is discovered during geologic testing or during construction, work shall immediately cease and the procedures described in Section 7050.5 of the California Health and Safety Code sha11 be followed. Section 7050.5 requires notification of the coroner. If the coroner determines that the remains are those of a Native American, the applicant shall notify the Native American Heritage Commission by phone within 24 hours. Following notification of the Native American Heritage Commission, the procedures described in Section 5097.94 and Section 5097.98 ofthe California Public Resources Code shall be followed. Planning Commission Resolution No. 15-28 Page 12 of25 Site Specific Conditions 15. No development is permitted within the protected zone of the Sycamore or Oak trees, including but not limited to the plumbing lines that connect the OWTS tank to the OWTS PAP• Lighting 16. Exterior lighting shall be minimized,,shielded, or concealed and restricted to low intensity features, so that no light source is directly visible from public view. Permitted lighting shall conform to the following standards: a. is b. Lighting for walkways shall be limited to fixtures that do not exceed two feet in height and are directed downward, and limited to 850 lumens (equivalent to a 60 watt incandescent bulb); Security lighting controlled by motion detectors may be attached to the residence provided it directed downward and is limited to 8501umens; Driveway lighting shall be limited to the minimum lighting necessary for safe vehicular use. The lighting shall be limited to 8501umens; Lights at entrances as required by the Building Code shall be permitted provided that such lighting does not exceed 8501umens; Site perimeter lighting shall be prohibited; and Outdoor decorative lighting for aesthetic purposes is prohibited. c. d. e. f. Night lighting for sports courts or other private recreational facilities shall be prohibited. 18. No permanently installed lighting shall blink, flash, or be of unusually high intensity or brightness. Lighting levels on any nearby property from artificial light sources on the subject property(ies) shall not produce an illumination level greater than one foot candle. 19. Night lighting from exterior and interior sources shall be minimized. All exterior lighting sha11 be intensity and shielded directed downward and inward so there is no offsite glare or lighting of natural habitat areas. High intensity lighting ofthe shore is prohibited. low 17. Colors and Materials 20. The project is visible from scenic roads or public viewing areas and therefore, shall incorporate colors and exterior materials that axe compatible with the surrounding landscape. a. b. c. Acceptable colors shall be limited to colors compatible with the surrounding environment(earth tones)including shades of green, brown and gray, with no white or light shades and no bright tones. Colors shall be reviewed and approved by the Planning Director and clearly indicated on the building plans. The use of highly reflective materials shall be prohibited except for solar energy panels or cells, which shall be placed to minimize significant adverse impacts to public views to the maximum extent feasible. All windows sha11 be comprised of non-glare glass. Planning Commission Resolution No.15-28 Page 13 of25 21. All driveways shall be a neutral color that blends with the surrounding landforms and vegetation. Retaining walls shall incorporate veneers, texturing and/or colors that blend with the surrounding earth materials or landscape. The color of driveways and retaining walls shall be reviewed and approved by the Planning Director and clearly indicated on all grading, improvement and/or building plans. Onsite Wastewater TreatmentSystem 22. Prior to the issuance of a building permit the applicant shall demonstrate, to the satisfaction of the Building Official, compliance with the City of Malibu's Onsite Wastewater Treatment regulations including provisions of LIP Section 18.9 related to continued operation, maintenance and monitoring ofthe AOWTS. 23. Prior.to final Environmental Health approval, a final AOWTS plot plan shall be submitted showing an AOWTS design meeting the minimum requirements of the Malibu Plumbing Code (MPC) and the LCP, including necessary construction details, the proposed drainage plan for the developed property and the proposed landscape plan for the developed property. The AOWTS plot plan shall show essential features of the AOWTS and must fit onto an 11 inch by 17 inch sheet leaving a five inch margin clear to provide space for a City applied legend. If the scale of the plans is such that more space is needed to clearly show construction details and/or all necessary setbacks, larger sheets may also be provided (up to a maximum size of 18 inches by 22 inches). a. b. a d. e. Show the connection from the game room to the treatment tank; Identify all pump and gravity lines for the OWTS; Show the location ofthe OWTS control panel; Show the location ofthe existing OWTS to be abandoned; Show the protected zones of each ofthe protected trees on the parcel per the Protected Tree Report by Ashley Consulting Arborists, dated November 24,2014. 24. A final design and system specifications shall be submitted as to all components (i.e. alarm system, pumps, timers; flow equalization devices, backflow devices, etc.) proposed for use in the construction of the proposed AOWTS. For all AOWTS, final design drawings and calculations must be signed by a California registered civil engineer, a registered environmental health specialist or a professional geologist who is responsible for the design. The final AOWTS design drawings shall be submitted to the City Environmental Health Administrator with the designer's wet signature, professional registration number and stamp (if applicable). 25. The final design report shall contain the following information (in addition to the items listed above). a. Required treatment capacity for wastewater treatment and disinfection systems. The treatment capacity shall be specified in terms of flow rate, gallons per day, and shall be supported.by calculations relating the treatment capacity to the number of bedroom equivalents; plumbing fixture equivalents, and/or the subsurface effluent dispersal system acceptance rate. The fixture unit count must be clearly identified in association Planning Commission Resolution No. 15-28 Page 14 of25 b. c. d. e. f. with the design treatment capacity, even if the design is based on the number of bedrooms. Average and peak rates of hydraulic loading to the treatment system shall be specified in the final design; Sewage and effluent pump design calculations; Description of proposed wastewater treatment -and/or disinfection system equipment. State the proposed type of treatment systems)(e.g., aerobic treatment, textile filter ultraviolet disinfection, etc.); major components, manufacturers, and model numbers for "package" systems; and conceptual design for custom engineered systems; Specifications, supporting geology information, and percolation test results for the subsurface effluent. dispersal portion of the onsite wastewater disposal system. This must include the proposed type of effluent dispersal system (drainfield, trench, seepage pit subsurface drip, etc.) as well as the system's geometric dimensions and basic construction features. Supporting calculations sha11 be presented that relate the results of soils analysis or percolation/irifiltration tests to the projected subsurface effluent acceptance rate, including any unit conversions or safety factors. Average and peak rates of hydraulic loading to the effluent dispersal system shall be specified in the final design. The projected subsurface effluent acceptance rate shall be reported in units of total gallons per day and gallons per square foot per day. Specifications for the subsurface effluent dispersal system shall be shown to accommodate the design hydraulic loading rate (i.e., average and peak AOWTS effluent flow, reported in units of gallons, per day). The subsurface effluent dispersal system design must take into account the number of bedrooms, fixture units and building occupancy characteristics;. Recommendations to address the presence of large tress and vegetation that do not conform to the minimum plumbing code setback; and All final design drawings shall be submitted with the wet signature and typed name of the AOWTS designer. If the scale of the plan is such that more space is needed to clearly show construction details,. larger sheets may also be provided (up to a maximum size of 18 inch by 22 inch, for review by Environmental Health). Note: For AOWTS final designs, full-size plans are required for review by Building Safety and/or Planning. 26. Final plans shall clearly show the locations of all existing OWTS components (serving preexisting development) to be abandoned and provide procedures for the OWTS' proper abandonment in conformance with the MPC. 27. The following note shall be added to the plan drawings included with the OWTS final design, "prior to commencing work to,abandon, remove, or replace the existing onsite wastewater treatment system (OWTS) components an OWTS Abandonment Permit shall be obtained from the City of Malibu. All work performed in the OWTS abandonment, removal, or replacement area shall be performed in strict accordance with all applicable federal, state and .local environmental and occupational safety and health regulatory requirements. The obtainment of any such required permits or approvals for this scope of work sha11 be the responsibility ofthe applicant and their agents. 28. Architectural floor plans of the proposed residence approved by building safety shall be submitted to the Environmental Health Administrator for review. 29. Proof of ownership of subject property shall be submitted to the City Environmental Health Planning Commission Resolution No. 15-28 Page 15 of25 Administrator. 30. An operations and maintenance manual specified by the AOWTS designer shall be submitted to the City Environmental Health Administrator. This shall be the same operations and maintenance manual submitted to the owner and/or operator of the proposed AOWTS following installation. 31. Prior to final Environmental Health approval, a maintenance contract executed between the owner of the subject property and an entity qualified in the opinion of the City of Malibu. to maintain the proposed AOWTS after construction shall be submitted. Only original wet signature documents are acceptable and shall be submitted to the City Environmental Health Administrator. 32. Prior to final Environmental Health approval, a covenant which runs with the land shall be executed between the City of Malibu and the holder of the fee simple absolute as to subject real property and recorded with the Los Angeles County Recorder's Office. Said covenant shall. serve as constructive, notice to any future purchaser for value that the AOWTS serving subject property is an alternative method of onsite wastewater disposal pursuant to the City of Malibu Uniform Plumbing Code, Appendix K, Section 10). Said covenant shall be provided by the City of Malibu Environmental Health Administratar and shall be submitted to the City of Malibu with proof ofrecordation by the Los Angeles County Recorder. • The City Geologist and Geotechnical Engineer's final approval shall be submitted to the City Environmental Health Administrator. 34. In accordance with M.M.C. Chapter 15.14, application shall be made to the Environmental and Building Safety Division for an OWTS operating permit. an 33. Geology 35. All recommendations of the consulting certified engineering geologist or geotechnical engineer and/or the City Geologist shall be incorporated into all final design and construction including foundations, grading and drainage. Final plans shall be reviewed and approved by the City Geologist prior to the issuance of a grading permit. 36. Final plans approved by the City Geologist shall be in substantial conformance with the approved CDP relative to construction, grading, sewage disposal and drainage. Any substantial changes may require a CDP amendment or a new CDP. Public Works 37. Exported soil from the site shall be taken to the County Landfill or to a site with an active grading permit.and the ability to accept the material in compliance with LIP Section 8.3. The applicant shall place a note on the plans that addresses this condition. 38. A Storm Water Pollution Prevention Plan (SWPPP) shall be submitted for review and approval by the Public Works Department prior to issuance of building permits. This plan shall include, but not limited to: Planning Commission Resolution No. 15-28 Page 16 of25 a. b. c. d. e. f. g. h. Designated areas for the storage of construction materials that do not disrupt drainage patterns or subject the material to erosion by site runoff; Designated areas for the construction portable toilets that separates them from storm water runoff and limits the potential for upset; Designated areas for disposal and recycling facilities for solid waste separated from the site.drainage system to prevent the discharge ofrunoffthrough the waste; Specific BMP's to prevent erosion and BMP's for Sediment control prior to discharge from the properly; Locations where concentrated runoff will occur; Plans for the stabilization of disturbed areas of the property, landscaping and hardscape, along with the proposed schedule for the installation of protective measures; Location and sizing criteria for silt basins, sandbag barriers, and silt fencing; Stabilized construction entrance and a monitoring program for the sweeping of material tracked off site. Water Service 39. Prior to the issuance of a building permit, the applicant shall submit an updated Will -Serve letter from Los Angeles County Waterworks District No. 29 to the Planning department indicating the ability ofthe property to receive adequate water service. Construction /Framing 40. Construction hours shall be limited to Monday through Friday from 7:00 a.m. to 7:00 p.m. and Saturdays from 8:00 a.m. ~to 5:00 p.m. No construction activities shall be permitted on Sundays or City-designated holidays. 41. Construction management techniques, including minimizing the amount of equipment used simultaneously and increasing the distance between emission sources, shall be employed as feasible and appropriate. All trucks leaving the construction site shall adhere to the California Vehicle Code. In addition, construction vehicles shall be covered when necessary; and their tires rinsed prior to leaving the property. 42. The applicant/property owner shall contract with a City approved hauler to facilitate the recycling of all recoverable/recyclable material. Recoverable material shall include but shall not be limited to: asphalt, dirt and earthen material, lumber, concrete, glass, metals, and drywall. 43. All new development, including construction, grading, and landscaping shall be designed to incorporate drainage and erosion control measures prepared by a licensed engineer that incorporate structural and non-structural Best. Management Practices (BMPs) to control the volume, velocity and pollutant load ofstorm water runoff in compliance with all requirements contained in LIP Chapter 17, including: a. Construction shall be phased to the extent feasible and practical to limit the amount of Planning Commission Resolution No. 15-28 Page 17 of25 b. c. d. 44. disturbed areas present at a given time. Grading activities shall be planned during the southern California dry season (April through October). During construction, contractors shall be required to utilize sandbags and berms to control runoff during on-site watering and periods ofrain in order to minimize surface water contamination. Filter fences designed to intercept and detain sediment while decreasing the velocity ofrunoff shall be employed within the project site. When framing is complete, a site survey sha11 be prepared by a licensed civil engineer or architect that states the finished ground level elevation and the highest roof member elevation. Prior to the commencement of further construction activities, said document shall be submitted to the assigned Building Inspector and Planning department for review and sign offon framing. Biology/Landscaping Encroachments within the protected zone (5-feet beyond the drip line) of the native trees is not permitted. 46. Prior to initiation of any construction of ground disturbance, high visibility fencing shall be erected 5 feet beyond the drip.line of all native trees. 47. Vegetation forming a view impermeable condition (hedge), serving the same function as a fence or wa11, occurring within the side or rear yard setback shall be maintained at or below six feet in height. View impermeable hedges occurring in the front yard setback shall be maintained at or below 42 inches in height. 48. Invasive plant species, as determined by the City of Malibu, are prohibited. 49. Vegetation shall be situated on the property so as not to significantly obstruct the primary view from private property at any given time(given consideration of its future growth). Fuel 45. 50. Modification The project shall receive LACFD approval of a Final Fuel Modification Plan prior to the issuance offinal building permits. Fencing and Walls All fencing along the front property line shall comply with the regulations set forth Section 3.5.3(A)(1). 52. Necessary boundary fencing shall be of an open rail-type design with a wooden rail at the top (instead of wire), be less than 40-inches high, and have a space greater than 14-inches Planning Commission Resolution No. 15-28 Page 18 of25 in 51. LIP between the ground and the bottom post or wire. A split rail design that blends with the natural environment is preferred. Prior to Occupancy Prior to issuing a Certificate of Occupancy,the City Biologist shall inspect the project site and determine that all planning conditions to protect natural resources are in compliance with the approved plans. 54. Prior to issuance of a building/demolition permit, an Affidavit and Certification to implement Waste Reduction and Recycling Plan(WRRP)shall be signed by the Owner or Contractor and submitted to the Environmental Sustainability Department. The WRRP shall indicate the agreement of the applicant to divert at least 50 percent of all construction generated by the project. 55. Prior to final building inspection, the applicant shall provide the Environmental Sustainability Department with a WRRP Final Summary Report. The Final Summary Report shall designate materials that were landfilled or recycled, broken down by material types. The Environmental Sustainability Department sha11 approve the Final Summary Report. 56. The applicant shall request a final planning inspection prior to final inspection by the City- of Malibu Environmental and Building Safety Division. A Certificate of Occupancy shall not be issued until the Planning Department has determined that the project complies with this coastal development permit. 57. Any construction trailer, storage equipment or similar temporary equipment.not permitted as part of the approved scope of work.shall be removed. prior to final inspection and approval, and if applicable,the issuance ofthe certificate of occupancy. all a 53. Deed Restrictions The property owner is required to execute and record a deed restriction which shall indemnify and hold haxmless the City, its officers, agents, and employees against any and all claims, demands, damages, costs and expenses of liability arising out of the acquisition, design, construction, operation, maintenance, existence or failure of the permitted project in an area where an extraordinary potential for damage or destruction wildfire exists as an inherent risk to life and property. The property owner shall provide a copy of the recorded document to Planning department staff prior to final planning approval. 59. Prior to final planning approval, the applicant shall be required to execute and record a deed restriction reflecting Lighting Conditions. The property- owner sha11 provide a copy of the recorded document to Planning Department staff prior to final planning approval. from 58. Fixed Conditions 60. This coastal development permit shall xun with the land and bind all future owners of the property. Planning Commission Resolution No. 15-28 Page 19 of25 61. Violation of any of the conditions of this approval may be cause for revocation of this permit and termination of all rights granted there under. Section 6. Certification. The Planning Commission shall certify the adoption ofthis resolution. PASSED,.APPROVED AND ADOPTED this 4~' day of May 2015. DAVID BROTMAN,Planning Commission Chair ATTEST: KATHLEEN STECKO,Recording Secretary LOCAL APPEAL —Pursuant to LIP Section 13.20.1 (Local Appeals) a decision made by the Planning Commission may be appealed to the City Council by an aggrieved person by written statement setting forth the grounds for appeal. An appeal shall be filed with the City Clerk within 10 days and shall be accompanied by an appeal form and filing fee, as specified by the City Council. Appeal forms may be found online at www.malibucity.org;in person at City Hall, or by calling (310) 456-2489, ext. 245. COASTAL COMMISSION APPEAL — An aggrieved person may appeal the Planning Commission's decision to the Coastal Commission within 10 working days of the issuance of the City's Notice of Final Action. Appeal forms may be found online at www.coastal.ca.gov or in person at the Coastal Commission South Central Coast District office located at 89 South California Street, Ventura, California 93001, or by calling (805) 585-1800. Such an appeal must be filed with the Coastal Commission, not the City. I CERTIFY THAT THE FOREGOING RESOLUTION NO. 15-28 was passed and adopted by the Planning Commission of the City of Malibu at the Regular meeting held on the 4th day of May 2015, by the following vote: AYES: NOES: ABSTAIN: ABSENT: KATHLEEN STECKO,Recording Secretary Planning Commission Resolution No. 15-28 Page 20 of25 sne woxess. wcmvnr ' uaueE uumes SHEET ARCHITECTURAL: Me r~ea5+o 12 9 6 3 11 S 5 2 ~a ~ 4 ~ SCOPiE ON WOE~.~~~µ . ..~m«~o sa,~Hw~a~.u~u::oa.~unwc~~m. a05Eovuamu c~c: vnax~cooe ~cnaq.zmi Cou[aA ~o~~ cwHry ounwccroc. coos(unucA ~~~'Or'i05 aw[u5 Ca Mc~.u10 1nE X0]0 GLSORMI,ExEaGr .............................................................................................:......................................................................... SHEET Gh'Ip SYS7Efv1 ................................................................:............................................................................................... 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T w h '4 F.~ fi '~' 3 E~~ _ H - ~ _" ginn is e~pq.~yp cwxelWFp o ~ Main Entry Gate Elevation vr=iw, V ,z ._____.__.__.__._. xw~w.,,m m.~w.~ N b~ woceow 1 ' ~,i..i.i ~~~,~i~ 2 Main Ent Gate Plan -Gate 0 en _ irz..r.o.. R3 re~u~~wwsrtum nexw.vswrw~ex..n. w~~~+wc,~rinox rwuror.m. w.~..ok. b~ ~~ g g g .ww , ~ ~~~ i,,.ie..w m.,,¢.n m. ~ ~I oums.ae MRIN ENTRY GRTE PROP09EO PLAN ANO ELEVATION ~E~wuwNlroaE ~a~oro~~.m. ~1Main Entry Gate Plan -Gate Closed ~~— FRONT SITE WALL ELEVATION SCA.L..E____._..._ ~~p.= gip.. MAIN ENTRY GATE SCALE... ,.__..,. , ~~Z„=gyp. «+~~ O , I 1 ~', I 1 ~ ~ ~ II 111'1'1'1 '1"111'1'1 I~ Junf zy, 2ntu '. III'll'II'I'I'I'I'I"I'I'I'I ~ D FRON IIIIIIIIIIIIIIIIIIIIIIIIIIII ;1111111111111111111111111111 ~iC~i~CiICC11~~liC~iiBi~~i1 ~ IIIIIIIIIIIIIIIIIIIIIIIIIIII D . IIIIIIIIIIIIIIIIIIIIIIIIIIII',_; ' a i• ~\ I ROOF PLAN ,' s.ortsno RCP ~ (B)NORTH I SOUTH ELEV (A)EAST /WEST ELEV „ ~ oe.sa..cses~a~, '. - '. N a GARAGE PRQPUSED PLAN5 tii:r^,1. t2 GARDEN SHEt3 PROPOSED ELEV/~~fIONS Foe~o~~,m, ROOF PLAN FRONT ELEVATION SIDE ELEVATION .L------ ----~ FOUNDATION PLAN SECTION B SECTION A FLOO~LAN ~~~ GARAGE PROPOSED ELEVATIONS Gr~RDEN SHAD PF2C~I~C35E0 PLANS ,,,,,,, ,,,, ,,,, - s-r ~~ R3 14 ' ~eimF.saoeM°~~.. ,~u earw++w~o °Osme~"e~nun H _ g ~a; ~ ~,8 ~ ~ ~'~ ~ e ~ ~ ~,o~o°~:oa ~ r~, inss~ L ~ ~ ~ ~ iii — ~i f ~~ ~E~~~~~~ _ ~~ io BEnEu~vE I j~~ li if I , ,~,,...~..~~~ ... .,,... ,.,.,,,.~ ,~ , aEaEMa~o ~~~No~o°.E [ LrT iO ~ i y h~ „ ~~~.. ,,,...~~ .. ~[enW ~ ~ i ~----~,~---,r :-~ ' ~ --- [x~ln[~v ~ i i ~r~ I ~~ 1L ~~~„ ~~ ~r ~o.~m~~na. o~„~«,.,.~,00 ~~.,aaE~.~ ~ _ ~~~E~.~. ate. in~oxs w.ii~roa ~Mo~o ~~~~ 1—I_LI I _~ r --------- q ' ~~~~~r= —ii ~ i _ — — — M m w ~ ~n~«,sm~c.ua neuoveo ~ i~~ ~i~~ ~' 'I ~'I M ~W~ e ~ ~E,~~osE.~oaEaE~o ~ ~ LLJ~—i~ LJL_—J ~ I~ I~ ~II coaiwnsro~ ~y~~ ~ ~owar °aveo i~neau ~ ~ F ~ ~ i a ~ ir T-- air I ~ ~ ~ L `~' J i~ I€ ~ i~ dune aro. aniu u` ~.~ $ € ~.~. ~. ~.~~ o. a,~.~,.~ u. 14 R3 e ! ~ ~~,~ ~ ~~ z ~ ~1 ~oaE~"No",~o ii _~ I ~ ~1 ~ ~ ['j~ ~ I~ — L ~'r ~~ ;:::.. ,,,, ,,,,, ,,,,,,,, F M~~F.~oaFa "b"E° ~",4,~1 i ~„ ~ ~E~:m«~"~,o ~I ;fir--aE'ws~of~E~~"aE ~ ~ I y i i i p ,uesE..oaF Ewa,~oE~E i TAT «os —~= r~V/~~~ --~i li F — ~i'L ~ 4- — ~E~s,a~~n~ ~ C= ~ ~~a~ µ~ ~ I I I L—_~ ~ ~n11 ~u I I ~~~, _._._... — -- i i ~~~~~.oaE~Mo~ i ili .oaEaEw~o ~ta~~~ „aEAE,~o ~----- =J~--==_~~ — xo R~rrnwonnwv gEi«ooa *oeEELYs "1°' MAIN HOUSE E%ISTING FLOOR PLANS _ IEI~~Ex ioeE ENMEtr.w0.W WO Bpi NOiLw~1EDT0 NOxSfHVCNRaI a~nnoxwN.:. .~~w~~za~rewa cns.wa~ auu~ E~1AIN HOUSE F_.XISTINGr'~'rWSO Fl..nt7R PI._Ft(d ~N i ,..,..: °"""_~~ ~ 'N ~ ~~~;:.,~.~ . , Pt_,tihd ;;,;;, .. — -~ 1., .,..;, ~.;~rT~ f"I...:-C)Fi t:1r"~(t~ h~OUSF. F.:XI:'.TI(~C~iDt.:t~A:., ~ ABU 1 GENERAL REQUIREMENT$: ~~~~i: :G,aa.o,~E~ouna~~,~E~o~.~o.,~E ~~~~Wne~ onorepn.~uwr~e ro couv~vr.inv cnus[cnHsrnurnnri oe~nvsivwnn momnxst excExs¢s DUNE T3. 1(114 iuxwG THE i~iEL GnSsvwG.vEn rnOwaVCE i>o SeESEn~n~EMWOEMO VE onwiu5 c N[a~su+o *oa[T.s naffs*OE+vWieDF u~nM~rcEx*~ObNO~vEiauvaJiE05NgnEn nEsisiax* 17 unrERiuS iqi sNmRN Ervctn9uNE ~ t .~~a~E~.EaM~s.aE„~~~oEo.,,w.,, ~o,,,sEo ,_~os:~H`~ — a— r—~ — ~ II II II II II —4r —~ — —~ — —r~ ~ I I ~~ II II II II II II II II II II II II II II II II II II II fr ~ II _ II _ ------ - — ~ ~ — ~- — --C~ II II II II II _ _ II _ -m II II f— —fl ----- — -ry- — —~ ~ -~~- ”' o'er I „o.~xEo ~E~~~n~~~.o ~.;u~ „. I ~ I ~ ~~ ~ ~ ~ I ~ ~ I II II II II ,E,a~.~w„~ "`wsv°w`n° ------J ~------ o~~,~o~~o~,~,~~~:~ ~~ N.~txM .~aswo ~,s~~ L ~a,~oN~~x.E.~EEow~,,~~s ~S~oaa~o~~.s.~E .~, Eo~t~~,~~~'~~,mR~w .aR.m~~~,~EOE~~. ~~EEo o. s~F E. EEau,~.n~~aEo~a,,~o~~A~a~ort~~s~.~~~~~~~~aE~E.~a,.a~E..TME ~~fls~~ v°iwi naor co~wxo ~oee prt~pu~aoor ~~,„pgooF ~ ~ VERY HIGH FIRE HAZARD SEVERITY ZONE NOTES: ~saEo~aEo,aa~~a~ao~,~,.~,~E~µo,~~x~,E„~E~o, ,,~a,..,~;~;; ~~~~o.,w,~~a,s~~~,aEo~E~~,~, ' o :. sr..a€.F 1lM1.,_~,_~,, GYft4 EXISTING ROOF PLAN ora+e~~,~aaF„o.,:.~.Mw:~~,a~~wc,~F.~E~~E`c'Ho:~~~E: 3 ' i~2(E~wwDow T~Y~E~WINDOW ~. 14 W ~~H,µ~ ' onm~coc~r ~i r-z ~i i~ y~-~`~I ~ ,~~ WALL LEGEND: ~ I~~J~ ~-~ ~ L____.'_J s IElen~n P.~,....................~~...~~....~~ ~'r----i~:..::i-~r::~ ~ i b ~I ~ I~ ~-~ I~ I~ ~~ 1~ ~~ 1~ ~I I I/-°~M~le~ I °N I L --~ ~ OEMo~~ wMOIE~ NRIaV[E ~....~~~~'~~ L ~L______.F',sr ~3 ___~;;,,, trr. a ~~eloE~ M L III j~ ~newcrreo~L yll L____r Jll N~ ~ ~E~w~GxEx TORE 0Eu0Ex1~RELv. aVoeiaeenswncco ~ L +y; ~ ;~3 I ~w :_ I A~ ![ I w6 „S i 10 10 ~` ~t ~ I ~~ „~ ~ 1p 11 . ro~uNx.~a.~E.ao,~: .~sHF~lxsnos wi Ix~cWon FlMSH[s .. ... ..... ..... i ....... ~ ., ___ E::ti^:L____ r_ ;.....: b a YY •~~•••,, •~~•••” ~~~...,~ '.,,•., °"•", ~~,~.~ ]•~TF4L IElww. ~)~~g~3 COxSrwie~E00r rver~w iweeH noxew.mUs W~toiHusor o[cic5.rant es,rv~oaiucoxl~s~~n E nt~deure„Or tti vwwxvsmuynu[sHet o[~~ svty eou o~ taw✓xovEura~t ra. 11 e iP~aYx~wlnoow _ g io~v~E~OvµE.oncitss E aiauunn~. un e~Eplxsu~i r.Tx6cvss~rvrtsSwRr1nvWWp iw'O µ anq GiO~siM uo~o.Oa COrvcOvu iO~Nt vEvsOrwu,C[x[WInEMEx~50~5~u it.~at twu.l.31 N ~o I~aM1LiEI~~'A aoo M1~M.~A E)cces rnrto wry O~Ex*EwOawuu.Oan~E radECilnxsio~t OE ~SiUra+rw [xuos[o io m[cwoeRwn+.z.i~~G ta'Flu IEI~M ~_~ 1s. Buaow455Hnu wvE ULuxDEULeon MEnS cOUREiELV ENcte5E0Tn ME GwnE'.nm Coxsin~Cnox~vsuo~inso snnF~Woawiulslro~A~.x.x.amr,~~ ~ i> - i~ :-~~wwoow :-~u~wwoow (--~--{ N 1' GYM EXISTiNGiDEMO FLOOR PLAN --- eaµEs t:~s':"5T uin~uca[ssr~~wevmn~Ewo`r~or̀~~1*µ [o ~lq ~oxcOMeu5l~ieLE anEMEFiOalWE~PEiMOu+i iHEAiEp xcEdia.3lA~ WOO~VExit~E ntCE55 W0 ..~1~ - rO w.*u E ~ ~-~ rr¢GS[o~Maos[o[nv[s.i[wNx~i[~rm[[r'uos~u[I 0. —~~slerrexiunwutswsl lGYM B rxo~c~a~+rtou mcixiu~siox ar i~au[s vnM srenwno sru~~ai panx ~~ ~ ~ A~~~u~aooF ov[wxwcs.~w iH ...~.. I F'~._i ~ _ i I~+uN.nst P ~ f_'_'l ....: ~ ~ __________ b_=-___-_-~ I _ o ~~:: F i e_._u `tJ ry0aFllaT~c~~EMENO0.WUL)vFMS5W1~1lENSi iriEWmU610N0~~WaE /u,~EUBEnS wia ME MFAai TXE siRVCNt+E.OR SNPLt BE VROIEtiEO BV COFRO5i0xAE5I5iu11.xOxCOMBuSnBIE s xiii~w~~s Mn~~avExwGs onrtsEWrvNEM VExf55NUL nDi BE IxSiNtE~w EnvEs avoconmr`s"Ts nwni+~un~.:.>>uuz~:oz~i onnov ~Eoo~ - d~Eo ~~ rtz a t.~n~csvu~W¢HSIOxS. E~Ev~TOx4 GN➢EEHANEES. Ei4 NLxOIiVCEaGxFROilury NlO uL dSGiEVENCF6 ~EUN~TM iHE~~F.Wsio vnEVExiixE nccuu.~rtnnox av ~Enves wv0 OEen~S w~~MEGS iifiEP liO+Ai S ' wqavnes~s.<xrunrenusanxaxmueusneiecovsmucnavnxi~rtimnseo~xoensoe- corms*e C — ~ ..... s~F,~~ 7:,G~=~~_~~~ u~inartrts.nices. waxwces,wnrenxe~rens enerxen e~wariw.oe~ces~rcwreow ar EMaSE~urroEfl+toon a~FA~~n~5i0EN~uL BwL~wGSH4L eE EN~xoSEo vniHnaiEwus as neauix[oran ~Houarv~aesismccaysmucnnxpior ~r a~s~uuc~to ~a vv~vtH~ ~xE ~. ~~«~ W o~~wwN~.Fae~~~wa.s~OnDuie~~ons.a~*~o ~~.w waE0.icnrt~On PESisTNrt.ORxONCOMBVai~BtEM41ENKSMvhAniuo~~IxcHE55axwGis veaNneo eEmEEn TME rnErneEnS ~~xromm~nox BuuE*w Ho.v,ec loobotJl. ~ - 6YM E%ISTING/ DEMO FLOOR PLAN, E%ISTING ROOF FLAN.S WIN. MOD. - — A22 GENERAL REQUIREMENTS: L—~ ~-----'~-------1----------~ ~ ~ I ~ F ~ ~ --~----~- -F_ 1 JUIIE ,.,.,.~„'.,. .arHw.a~sw~u;a ............. ~ ... ..... ..... ....... .•,...~..•"..." I µ ! o•,E~"us,ee s,k.~o.o..0 ~ ,. xo.us xorosm ,ror oleo I ~ n. znio ~~ ~,.~~. vwcw.,,cF.~w~°1emes~e°.i~a~o"ni'rioi°i~°~"~°oi~c",,.rw.v.w " ~. ~ ~ s~~_n. cw r. o xncxr... o o «ssnrcn.eoKra ioox o.~~ o~ e.un.~ i..,,,~ sr~,~ ~~ox<F~~Eb~.~.~E.suu~.~wMho.na~uv,,..,Ea~~,s~u,~.r, e. ono~cero~x~H w~ro~..e:eaeu+,wr~m,,.e.,roe~o~~«wm~~os..,.eF ~:~su.~~.eauz.~:~~w~ae.no:wc. I ~~------------ •~~~~ xowwv.~xecasmurncnsw.~oreex+mv,cxveEror unvoiv~xiwesv.,~+ten OPfoca~=~.~.Uuu c~.".°a~iaoeus~aµemisei e. ~w~amo~o ~~~~wssw*w~~u~ww.ee ups*u~eoc~,~e~~e~c.su.eo,rxe v~n`ow°rircinEn~ar is`vww". nw~nvwvci~wEcoxr.~w~i~TMe uEeiiCJO scouuh s~wwEn ~e , ~•~°"'•~•se~~~o~ro~ ,~no~o:e~~.c~amasrr:ieM C0N "~ o. ,,~Ao~o..~eAs~i~,ft~~"~~,~""o~.~.~~a~.,,~.w.~,~,~w~~~~m yoµ u. r~ wi vwu,uunws.neruns.on .noniwsErceenxe a+erwouw~"`uoawaiii'oe~,~ ~, vmcnv..vewmisnen~weovankrea~na~s.uoxnsan.ownovsezcscwxrae ____ L~CGESSORY 6UILDING EXISTENG ROOF PL11N ---- ~nc~ , ~~~ -- P ~E~, ~Fs~~~~~~µ~,~«A~~«a,~~~.,d~.~ ~M~~ 2~, '~~ ra~~~ ~~ ~e~ww..o~ww r.moeuo pn rt~wnu i __._._.y~___ --------- a ~ ~ ,~sI ...,rutX—Mlacvwoow =' v ~ '~ y 1{ i Stl • Ii ~ q ____❑ I e s I~ ~ __.2.. I ~E~swKro BEPE40uED ExiIR6Y IEleea roeE i ~~~° ii ~ r i,~~~w~rear ~~--V- ~ e ~h e j r _________ _ J n rxt Mlaa~wwoav__ .... I ~~~____ .o~, ° ~MIOr¢xINGM~Iwxi DEMOIEINOx i ~ i 1 Ij II ~I s I~ =~ -';/ ' ~ 1 '~ *oBE~W ~~.•: ~-~.w~~ 1 II ACCESSORY BUILCJINCa DEMO PLRN .` i ~ ~- ~ ~ w y, o~uo$ nou 9ix~t{ via wNtm ~Ix ~ ioa ru••• q 9 a M' m~ i i :~~: ~si~~,~T ~~. ,., ~IsC~.a':.. E¢~~i£E~;;eStE;s 4 ^~ I N _ ; n ~Iw tiouEu i ~ i ______ ~ ~r__E a ~ ......_.....~.......~............ r ~ ~ ~ ..x” c ~~ f....._,..._ '~ .o ~,, n _ ~ ......... ..... ,,,,,,,,, ,,,,,,, S avice neow~.~xrsov F L /~ i ~ i•~ ~ ., ACCESSARY (3tlti_DENu EXISTING FLOOR PI...AN ~SCr'~i..E .1.4, _~~ ~:~ ?—~—~ ~ , ~c[neouurkM50r ioas~wLaersmovEoxa+coueus~w.s~nucuuv.aa sauo ~~~GSRESu~owA5~0i~1M E55TMev~iJ1 WG~E5ixifx x~M urtENaa~EIU ~E~xo~Si~W,~.fN wt~b~g1Yui~~uN ~fwE~ASiuiCE M~wa ~ Esw~H*[srto owurarore enr~. Keemwet ~rw~.u.0i15reit M[n[nlon nnFue*nvourtmurto~vaoov[wra[ncc[ssownsl. .._ _._._... ~c~,~um~,c~ss.~saa~s.a,oEwrmso~o~as.aaa~sMo o~..,E«w:~wsE~,a..~ o~~E~w,~,~Ea.~~~ow~, ...............:...... '............. z -..-.. -... w~~=~a.~.,,~Es~E.~E~w,~~,TM=.µo~~.M,r,°~ ~,; ~c, 1j ol uuo~o.oacarsaw ra TMe su~a ax n~ ~ 'iCALt if4,._i~.~,~ _ _... __..._._._ enxwimeue~,sa~su umr.arns.u~eE me.Ec.eu w WNSGt OxCO BU6IBIEfAxS utildvM lxE E~wosFo 6 .'~:~u:~~ ',.`. (9~_E.'~ts"_~:::~ i r UxOEnsmE luau aiw.e~wi wunusaio~waoe~«ioiceenviw~aurznsn~r~u'i~ v~oaw,~~E~ oE.~~.EN.w.,~,rxEExaos~ :;:~... i ....t...............:......a.. i _ ...-i..............i.......j.......'._....._..._~.......:.. i . msuiEowu~b~wntd+w¢s nwna ~. rwn~.~~. rwnit.rmt.] a .........................o.......; ...~.......i.._ s ~........ ~ i ~ i i ~ .......:.......a....... ....._........___o i p.......~.......~._.......... ~ ~ i § ~ I 1~_ ___~__ I III -LIII 'r—i ~~ ~j,;. e.... ~ ...s...............:.......~.......r.......;.......i..............i............._i.......'.. ~.. ....:......, I ~ ~ ao~.o~w~+~isaawEo.k~ nau a.a~w000~s.«o sw~c,Es~E vwxmco.nm.~uosi ~u~Ern.vuwcs swu ae nor~ssrxrroo~w,ucx ia..arwi mo.~c¢uvamuo see*' i~o~,o:~ox.~:~n,.MweKws~p~ o~a.~~„~.~,µ.~oE~s„w.~ DoE ~E~~.~~~,woa ~U.E No ~,~.~:~E.ate, ,~~ ~exe~x or,~evu~rnw. 0. a~~s.~.ws,00ac.~..,~E.~~„wrw~+o~ sumoeawsw e aa~~~~~TM"'~mEai ~. m~r~ u.nq ~neruw w.ui vcv+ssx.0 nEvsr~iv.nos~~x cv v uMc,w eue~as ~NVCIVPE.aR9wt eE vnoiFnEOBV COw~0.9KKinE515iu~i. ncH!e w.lovfNwcs wt rts Eau~vu ~Mssx..~ xor eE x ~: _ n I II~. ~ . JI r'.•~ •••~ ... ~l d I I I R _____] 1 ~"~ _I T-- ~~1 ,.04MPIEl~— I ~~,51(bWEn~I}~ - '~__ 1 1 ~Fy SINUUNWL I : -.~Flzrvu foeH.... I LA T'~. I vcva7~ I ~ II ~I i ............... i...... ...: f ,~ r"~r _ — \ I I .....+..... _ "^" ~g ............................j.............................e............ .aF:~ti ::: I Lill e i ~,ou ....e................_.....a.......:..........._.................~.... i i = i~S~!iLiee+7~ i .....e ~ F ~I ...:..... i ~~ ~ ~ IID 11 i~ i eM0[x~IaELY.G.w N1 ~-_~~~ ,, , ~~o~~«,w ~~n~ ~ I r / s~aucrvwu __''~ _ r _'~vsnrrtx~C = [r __ __~l _ ir----r, - i ii - ~ i~ p DEMOIEINdI S~Pu«~vUL aMmpN ~ 1 ~ ~I ~~ ~__ MI iF+EvucElsW¢xx SEE 9xEET:Ao1 FM ICGES aeVaPi1 Ie~vi -~- ,dam; %E„~ ~a:~~-^i` ~' n • ~ ~~~s"' -'~-----~ ice~~ it--~ S==ri i ia~~~~ ~,.,~ w,= D ~.o,E.~~ na~~n~ g a alA ~. wma.eo ;x ~..... ....~ :.:.... --~°' I ~ i u. ~:~ a II ii s -------- -- — —__._ _ .._..-VERY HIGH FIRE HAZARD SEVERITY ZONE: :___ __ _ 'E~wGEo ii ~i cu+aiineo mn.e.rno '' T ire"~-ii i i o,~Ea u~oavewew me ~[xwees um var enewox~.x is,onrw.maerno~ sw.uae rNaoseo ra+~E enno~Rati~~j~ ~i ew.Dwes sxu~w~aLutmE~uloonuu'AteaaM1EtEtr u'aaseo•oTM[cr~ne ~xm car+srnurnox as uawvtofancxrwonw.ul5 wu xi rx~ii ~ . x .w umims.raezruax~.vws.w~~txxvxexsoxo~axxewuncu uEHus~acn~cow u1 EmO5E0ux~ERfi~aonu~E~aF~nEsroExrvLBU¢Ow4bx4~BE Enc~osFo~nTM WP FwEAF95mE C(AV SimICTON.1)M]31 ACCESSORY B%IST7IN GG E FLOOR PLAN3 oiO , ,o~a~~~,TM~~,.oF.s,a~~n~~s~aE.n.~Eo. ~.µa~~a~~.~aE~,mEo~~w,~~o ,a ~a~~u.,aETMµa~EE,~~.TME~M~.=.a~~,~~~~aE~~,.a~~~o cxEVErr~eEixrx~slava ruv[5Oau~u~iwe~wE S~avvkovw ranS ~ ~ orxenwmeea crn ox nevsr.H.«ar~ox ~w~.e~~s.re~~.wrzausr~x m~o~. '"`„"'°""""'~°°"E°aE'"'~E"TME"F"aF"s""`°""'"'°"a°'~E"""°°~° o-o-oF /~~.~}~~7 Y!G QJ GENERAL NOTES _-_ ~.aEe.~ao.s.,~~~i.w~µ~aF~~~r~~~ >. FOE ,~; ;~, wnw4 JUNE T3. 1014 ox svSrEu.rnusr eE cavrn0ufo er~~~~Wolsr~r w„~c~isw~e[n[~dty ~~' _ ' ~o, ~ o~ oo~.~.,~ ~:. ui veoW 1 W' 01 .~~i~.~.. E/aFAixl~i~E wuoiniEvicwm ieEPaow6/NU~iFwCr M0i110Nu rtMORM~ BEDROOM 01 BOS O g <..~~ r~.~..'11 *e ho BATH Ot 6o'I (.....' N x~nr i[ve~osnov+¢uweuxrt TMEeEonow cwwoo~m uro ex¢nioa oaouswssHovm ~ccoxwHcto oaon n ., i~~,~..~.~,. u~o wwo0w sd~[o~tes, ~ W gay ~` ~ j ` ~ r/~ ~ iU/ f~~?~~\\ ~ "" /// "'ry ~ F WDER: 6~ ~ ~ ~ w \~\ ~'~~`~ ~W 3 ~ ~ ie ewsnxc wu«ro ee oevaisiao meuoauni ~ I II ~ ~ sW ~ xo V im' Lu ~ Q G ov rnONano[~uau.lsi[s[xewuxorE~sneov[I Qs ~ axoKEuwulsEE aExEat xOiEa~eOVE~ e E~nusi Parson CwwcEs rtaxWn ~~ ,'~~~(,~' ' ~~ j 1 ~ ~ ~4~E~~l __= axs~~creo ~-;.. ~'~ '/~ 'l,s/ ~\\~ ~ ~~//' I~ f ~Ek6 N ~/ !M LEGEND: i~ Fs -='~~~~"~ i ~~1~\\~.. //l. //.ii/. ~ \\ ~ ~ .y'? CLOSET Ot ,may,.,, 806 _ C? , ~ ~ ~ ,+j . ~~. uhHc~~OOM S g 801 :///i~~'"` ~.' NOTES i ~.~ I, I ` / ~\\1 `` ~~\. ~ CHENE ,~' 602 ~f •~ I f ~ i ~~ ~ i ~ ~ ~ ex~srw~exrewon smccovmsr +++o NaOl ~o eEPEuoveo ooe rown.en wmusa.uro onr nar. ROOFING . u e~ius.wca.vnaaF mi.a eE UMr~oevHcw ass.su,E noorcovenixesysreu. Evu~~TOxnEvoww~F~cM~EasxECOw~E~N~nOn ~ ~ ~~ ~ ~ ///~/ ~~~~~~ >~~ ,,, ~,,,~ ~ ~. sEEsEflsn.m aEn ccES 2 ~ o- o ~ ~~,=~aEE~ - ' .r ~~~: --- --------, ~~u.. ~~as~o~ =~.H 0~ >. ~ 1 811 :~" ~,~~, o~M.~ on~, I ...,. I ~a=w~....~a~Eo. zx,~~~, ~,.oaE,~,~E~ooEa~~E. ~o~~~ o~M.~=~„~,~~, .~a~,oaaaa~~n~~a~. ~,~au M,~~ ~o ~~no, v~o,~~~~w~E ~~~ ~ „~. ,~ sE~~aE ~,~ - — WINDOWS wic ~ j, 6Eoaodn of wr o~ >0 5'n' sr ~ai~ ~ i a~a4s as waoD tws[rn[xr ~~~~....~~ ~„~~ , r.i~ BEDROOM 02 609 ~, cuss ownsen ~eTH 02 811 EXTERIOR DOORS .—.> .,,u ~~ `• '~ 8 ,~+.~ w az 0 ~"~ u~x~aoo+~ ~:> ea ~y~ ay.s: wood . s~~o~xoo~MEro~a, INTERIOR BOORS MAIN N0119E PROPOSED FLOOR PLAN 6 FOIINpATION PLAN - ~4 ~'~'` (--~-~~N .~:~ MAIN HOUSF_ PROPt}SED Ft..flOR PI_~N ~;q=_~._Q~~ I1~'~AI~ HC)l;S~ FOtJN~7ATiON P'rN ~,.a,_~._n.. as:E.o, ~.~P ~d ~.z~. way t7C)C)R & L'UI(v(}f.}i~V SG!-I~t?l:l.. ~ a~~~HE.~,~ ENERALNOTES ~rae~~wo~o.+~oaeov.~.~o.sees~~eowesee~ow. a+5r5hx.oust ae araruwsoav r.x~Mirnsr~r rmirr s~u~ee «swot RMOnMiE ,. ,: vc ~~:.;.~:'.' DUNE 33. 2~1V '.11••11i pin~iEx~ì^v0 i BE~ROOUHM~Oni E~CxbO~iiMiu LEGEND: ex...~n~~va~~.aeeneM«rs.eome~,oaµi p p e c.neo~Ma~~.~oEu.a.wee~~e~~o.e.>~o,~~ .Ma.Eu~,.~~.EE~E,~au~o,E...~o~, F.~,~s,F.N,aA~~~s~a~o~A ~~,...~~ NOTE: ROOFING: o MAIN HOUSE EYJSTING AND VROVOSEU ROOF VLAN MAtN HQUSE EXISTING ROOF PLAN MAIN HflU5E PRdPOSE~ RdOF PLAN ~,,,.,,.,. GENERAL NOTES: e. ~~ ~i vnxoowsswcouypo srv~O wiimoxs u+o o0axxwaeNwH nccoxoixa io0mn µ0 'JUNEnIS."Z~lsYu[ r 3 -8' ~ — [ y~ I@II — ~ — ~~— — ~ ~~ ~~ 1 ~ ~N~WFa1Wu'm~~ uu'm. ~~ Ih' '~; I~ ~~ ~~ ~ ~ w d II /P~FROOII II I _y_JI__u~; ' ~ ~Io I rr -n —ii ~ —IL" ~I_ JI_ ~,,II~~. II ~ ~ E EO ~ II 'I I~ „' ~ —II ~I iI i I~ II ~ e I I~~=~~'~: I~ 'll -st i _, I~ ~- II ~ 11 ur ` ~m II L~ .: W II II II I s r ~-^r 'o ~........~,.r ....... ~ — ~~ n xcesY.~ J~— — LL, ~w . — ~ ~~ I ~ ~z?~ -.:~~~~ ~'{~§ ~:::~:~.. ~ ~ .~ i ~ uaoW.~~luti4~nsY~ I "Y',~' vas . Y II Iu ~; $I - o i~ ~ ~ 'POWDERS'-~E' ~fi(~:Y) dU5 0 J O6. g ~ ~ ~,, ~ LEGEND: E„15i1N4 wu~.o~~wx ' rxutrEOMFo ioEraoriull E /~ ~ d06 I o nEv~xuwro e[cans i QC Gwnury rnoxOpo[uuwlSte cErvEuu Hoyt es neowl p 0 :M~,Eu.~M,:EE~E.Ea~M~,~<.~e~E~ E~,.~s,.~,aa~~~E:oEa~o~a ~/ _~1—JI_—IL o: _ ~------~--~--- .oe-----~ ~N ~ ~owuws-~wu~ ~ ~.. ACCESSORY BUIL[31NG PROP05ED FLOOR PLAN 1 .,,...,,, „~,..,,,. NOTES: DOOR NOTES ~sr~rt~[ru,oyusinx nxoonv qor. uv~ncE(EIsiom4 wimxew ueo~v+sor~IxGiEslowG .scexorEs WINDOWS ROOF a[R E FlELo~E~FEa INEPENiWWN10El. a~tet~]~s].t~4 ~ SYSTEM. NEW Stnrt nOOFWG io BEINS~NtED.~S VEP wNVFnCNPEnSPECOMMExOnMw. INN' u SmmYNGEit1EMICR Woi55NUL BEGiIS WI➢:AfED~ ExG Gt/SSIt~ I EMERI00. X000.5 27758 PCN I INTERIOR DOORS ravotn T~ DOOR SCHEDULE a I i r~ GENERAL NOTES: r_ - ----- -----~ o~d ----,. ~ ,o ~~,~ 17 F~ ' ~* MIc~S'A'~ a~.za~ ,~~«~,~ waa~o~w~~ ~~ ~„«~,.,~.~ "~~.,,~.. ~ ~ ———————— r ~~ ~ L_ ox sys*cm.~~usrae con*xoueoev ~~w,aw5r~r vmic~s~u~ee nEnottr ~ ,~~E,~~a,E ~ .~E~~Eµo~..W.oF,~E~F..~~~,oNn.~~omo~we:.~,~Mssw~aEOEs~~~~~x a«oao.~~,~,~uu~~~,..~~.:~,~o.~G~.u~~»~a~.s. .. ~~:~>~,.~o~M~~.s.~aE~~s,u~Eowu«Eow~a~.~s.e~.~oEE~~sEOE~.E ~ ~ '" ~ I I e~ i i ~~ ~ _~ -- ---- ~ z ~~ a~ a,~:~,., ~,, ~'^~UNE T3. 21114 u` j .ANN0~wo omm Dornrsoea, Enc~seno.,v.o~uweuxn ~~ ~s ,~v~Mrv~n~EaEoa~~µo~xE~av,E,~~~.n~,tlxc~µR cvwoavrsuro~nuuanoaoxs.ss~avmncca~w~~~r000aw 6 ..,owwoawsu~Eou~es. N ~., ~aEE~aa.,,,~~~~~..~.~wFo~~,~~ ~~ ~"•'~, .•.~~ r........ ~ ;.,,",.....ff...... .... ......... ..... ~ s~:n_E. GYNt PF20POSER ROOF PLAN ...:,.~. ~___,.., LEGEND• ~~E.~~.noK~F ,~,~, ~~.~.Fn~o~_ =,a~~n~,~~~~.s ~~~~s ~..,o... ........... .... .. .._..4_...._._.._ ; ....._ r 'T ._......... ..... ..... ........... ..... ... i...... .....~.:..i Na — a. 1 • ~ ' a •7 b QYM BATH 303 .. q d a ~. ~~ it ~ — — a ~~olE~µoa~vuEs~uos — a I ~ i GYM 301 m aws~°~w~~ €I ~~~~Ew:~A°~a~w ~ VESTIBULE p 302 4 I E~r~x~v;<i:aoEMa~,~Eo,oE~oa~~, ~ ~Ew„a~ .TM~.Eo ~~ _ ~ ~ ~ '~ ~ `' 4wBOx uPu0xi0E uuw ISEE eExewY no*E e.~aeav[I I ~ I ~€ ~ O Qs wnnE u•nM~x[[r,[rv[au uo*[una.v[~ 8 E~,~s.~µ.,aa~~~E:oEa~Wa NOTES: ~ ~ b e. E ~ -•--- GYM Pf2EUM1NnRY FQUNt~;1TlOiV PLAN K~srwc enea oasncwr x .. w=~.~o noor ro esneuoveo Due rownren w*nvsox enonav aor newsure naovw~roeeinsru~eo as ven Munivrcnmens nccnMueHo.nnx. sees~~ee*ao.m roniwcs evuunnox neronr. ''>`.n`~ z~.,o~~ -,P~~,FU.~o .aA,~,~~r~ a.~v~cEwio. 0 ,.,P~~,n.isno roc+erwrt~wu~ ro«e.ixrtiw.0 _ - --- -- — ,,,,. , .,.~,.,~ _ erxrwu xoa xo.. es. rip — — ~ ~ v[niw000xav[xnnaHscaa~w. crunEn "~~ zEy 15 _—____ ~^ x Ea I~..."~ ~ ~ Eo _~ ~ _~ 5xa1vER ”' _ TEOEzrENon ulsniw W 4 -~s~enTMsuos w~i~ ImEwm Flx sxEs N o _ F ~ ' / >\ i ~ ~,' ~ I cvu swra I GYM BATH 33 ~ ~ ,-........ ;—s; -~ It:: .:.......:< ""' """ VESTIBULE ~ 302 b ~ I „~ I GYM 30t ~ EMERIOR DOORS ~ .. ro01p WfENon 000n E' ~~ ~ ~ ///~~~ a /+ \ p x0 N , wv. WINDOWS 1 ^ ~ Eo. ivs'Ipn ~ooan ocExw~ Eo. xv. erw eu~n z.~e ea uv~~ c,~us waoo • nt[o sm~~'^~ ~ 1 C =—_ -- ~_ z ~T. L ___,_ __ _ — — — ~ INTERIOR DOORS e~ `? _._ _ ~~, ~,~,~o~a GYI41 PRC}POSED FLOO ~ GYM pR0i09EU FL00R PLAN 0. F011NOATION PLAN ra.._i,_~~,. •'`'`a`F ,. =< Q~ ,.~, ~,.0 ~Fuo uOnF2 ANLl V1fINi.`.74N Sf:HFI~IJLC .w~~uo~w ,~a~a~~. g2,14 GENERAL NOTES: ii in Z _ - Miru'in[sscss On M~~O~GnOx '. wnic i~iH[artsm[o~ ~ Ix1E~iErs cewcN vai4~~0. ~<Ess[o. w.uicwe x z o E~w~,..,~,ro a,u,,~o.,EE~, Bar a ❑ BPR 502 ~ ~ ~ ~ .~[ or oai.i x~~ is. s. JUNE 13. 2~1V ` „~ws~o~ .~E,~~Eµoa.o~.~.,~~,n„~µ . ,.,, ,, , •,• . ,. .~~ .. ~ ..~ ~~~~ ~ / 5 ~' O ~ SG EENING ` ~ ' — POWDER 503 ~W~ s A ~ ~ .... ~ '2 a~ ~ ❑ ICI 0 r - e ~ ~i.. I.'., .. , g ~,y~,~~ _ \' ~ ~_ ._ ~ ~ N SCREENING ROOM PROPdSED FLOOR PLAN `SL,~~~ — ' ----~-------- ~a ~k~ _...._r'—_.._.._ i ~ o,~a ~~,Ew.~ ~ — saw:,~E~ ~z~,,. ~.~.s.~ -- .~,...~~. ,,,,,~ iI veWry 000u ovEwnilaH VExavx i ~ E0. ..... .. k i ~~ a~~ ~ BASEMENT (STORAGE /MECHANICNL) 505 j lp ~ € ~~ED ~ i~waM~> / WINDOWS N 'r' urn stn Enmc ~~v B'v wi.x un[[mxc ~~'~' eo ~ i ~y' ~.Y~' iy~~ ctMt ♦ s~EE~ ~ ~ • cnsEUExr ;-.. l EXTERIOR DOORS / ~~.EM ~ ~ ~i~ ~EMEM Lvnowseou[cn ~ SCREENING R04h1 PROPOSEQ 8/aSEMENT PLAN i ( ? _ .. e SCREENING FOOM VROP09ED FOVNDRTION AND FLOOR iLANS 6' NTERIOR DOORSP ~ i ~ `~'~~` N m~., ~wcw.,••.r :.~ ~.w~ ~>~ oa~aa. ~~ r, e~ ~.v.~ ~ wood moo wood s~~ox~o~.: • DOER & lA/INgOVU SCE IEDU~E — '4~'~~ ^7S"1111sy ui ~~- ~ ••.~ ~ ~ ~ — ~.I ~ ~ JUNE a,•lw*• v.ro nE ~..~ 11, ,I ,.. ~ `pn~u naor.o ~ceN~cuesr.ouse .~.i. } ~i i ucannawemx cnua~m w ~rEKs +. oc r~ ronumrauw > venwaun. ~ ` ~ r~ .. ~,,., .. '•. ,., .., •„ .~,. ..,..... ...... .«o~.~,~,~.,,E,o, M y~ , ~ Ir ~ ~ MEF, ,Ea ~" ~~~uEMsa~s,u~ JV M~~P.R~.,Ea N U_C SCREENING ROOM PROPOSED ROOF o ., ,~ § • ' . s~ '~° P . ..~ •. s Sue a •. dau. ruveA suFm a a 1 „ ' •d a ~. •. •i. .27758 PCH ." . ~-'---- — -------------- 4 °j -' J ' ...:,. ~ ~ SCF2EENING F20014i PR(~P05ED r~ . JIIIIE Z3. 11114 w. ~I .~,~.,,,~~.~~,~~ 56. ~~ (1 TVP. CHIMNEY SHROUD E ROOF /~ CUTBACK(I FORNEYJ ROOF CONFIGURATION ~ G~~iaVTT~T'T1~4~ ~YYA1lJij.~J,1 1~~:1'~A )" ~'1 ~111~ AI ~ 1A 1'f ! A l~~ 'IfniaY ~ii.rr~~,~Y~t't•1, r t_1, i i 1i{ 1 T 1 y_' ii A'A ~l it 1 1 'f L f !1'~ f' 1~f ~~~ ~ ~~y Y~11i f I ~. ~~1 ti A'.1 1'1 2' 4~~r~'~•~i~~~4~ ~ ~~ xi ,;~u~`~~'~ru~ xr t ri, ~tta i~!F.}:.xy~ 7~~tr~~ ~o~~ ro~o~""" w~ wrExs d;5 `: we~~ w,m ,w~~~~.~~ wcc mw. wiu°siw"w`rEa "Yir;'F;t:,. ~~ ~':: at ':Y~.~', irk ""y .:.' ~'rr ~•'~,~Vit T.,u"~i,::~i ~ .7 i ~~ ~~ y7~~ 7r i ~~ rix~~J aT{~l~:,, ~. r i~~~~i ~. i ~~fai ~ir~Yei'h ~Jrc,"}.-~Si.AYrr ~~Y Oar r.ai~p.~~~ix ~,,~ .a.,a ni"~ ~kS ~ i ~ ~ i ~ u+r~ ~e ~' ~.7 _~~~~r ~ 4 ~i~rr ~ ; ;x . bn~ ~ .r, ~ ,~ :.~ . ~t~( _~p, ~ 74~~~1 ~di 3.0 ti taii iia~~~t~~' ~Y~f~'~A~~ r iS ~~fn~. ~1 ~t ~, ~ t i ~~~~ .('~r r~4 r *7,~",~;x trfan x ~ t~ST. T1~I~1 f ~ ~ ~S ' ^'*~i~ `SL3t ; ~.~~ ~ r i'~~ ~rt .~57i' ia.r ttJr~~Y~t .:x~i. x 'z Aran Jrr 4i~~ ~~i~i1 fA~,.y:J. ~~y~~ Tr~T ')~i~ T L ~Ff'"T~ T~'~T~.,µ ~~~ r ~'~fa~?~rani'~S~"~~'~'~~~J,f~~~ ~1ir 1J ~ ~~ ~ ~ ~ s ..J~;r ~1 ~ ~ yJ T r , r t ~~ r r~d t~ ' r ~nrS^„~Tcri' r tt~, '1u r r f ~ rr~~ iJr~u L '~l 2 A t A ~~~ir~~ti '~ ~', r ,f f'~~Ji ~ ~1J'~d , ~ ~,~ f fit~~ '~, ~ 'nI).~,`+~ { ~a:.. j7I~~l'1T l~. P 7T:,I~'~PY~r"1"~l µ'7~ 5 ~1.. ~dy~" ~jj ii~~.t ft V 1 Yl t I ~A~~p~~~ I A,1, A I11 AiYp~~f tY .111 I~.~C~li~.~ ~.,(. ' Ixil `1{.:"'Ri T4 ' ~ j.i ;"tiiTiA~``'~ ~ ,, i ff l~ f ~~(~.7 ~~~9'`3 ' `: ~~i~'~Y ~~ 1xi.y~~~ d iJf~~ra~yS~~i~F'Sra+'~}~~~~4~~~rfini~ri~~~/`7 . {.1 :.1 71 I FI L~.'.1~1':,1 BFI y I~ .4111 1 ~l~r ~ .:1 ~ y F ~ i T~A~.l ,~tY~'..IA,1'~,,.A ' ".~r1. t~.1~ ,lT,TT { T ~t'~i~~-( ' pJ, ' il .. il~L" .~/t ~. ttf . ~'I1II'_ :. k l'~',~r,l ~n..~~lj,f~j' IiA~. .~J f.~~~'A"i 1~Y~~t1.r .A~~1~.r̀l~~'~~~?I~~'7AYA~J A'1'~~~~J.1R ~ { ~(~~~~fy'{ ~~1~Y~Jf~IA r ' fI~1 P"l~ .[I~JT~~~1~ ~"~d JS~I~ S~ t' S.,~f ~~ S_~C~ Tf7'~ ^~ l; .uo~ f' iJ 1'.,i~r - ,ti~r4 r i. ri;? ~ ~x~~ri; - Jr ,.,~- . _ ~; _. Jl.'_1. ~.. M~:~ 41 ~.J: LINE OF BELOW G , ACCESSORY em~o~Nc PROPOSED ROOF .PLAN (N)GUTTERB D.S.J CONNECT TO SITE AREA DRAINAGE,TYP. ACCF_5S4RY Bt111._DING PRQPOSEC} I~C)OF PLAN ,~,. '~c~~~ ~trF~ (N~5'COPPER GUTTER.TYP. CBJ METAL PRODUCTS - ..,..., . ,,,., /D.S. ' ~-- u. } f ~1 ^ ~ ~ rr~~,~'~.~4~rf~,~.~'.~~~''~A~~y~~ ~ti~;~A'`~T'ru-+~r'~T'r~~ ! ~ ~r~~~~ ~j`AfL ~~ ~~lir~`~'~~ir'~''~~~~5t:~'p.:}F':"ra', ?2~4r~~~~I t'T~~.'I ~f f1Y I I.. I~T~I.}.i~~.............- ~'ka~~A ~ L #i;;.;:}. tar.:;:: i~i';x, :; .i'i.tr, .,.iqc.Fj,J:,,.:,.}t~l;:::;.}t.i,.t;,,.~lri,r,..r; ::i,t,t ~ c.uuvr.w~ iv.stove g ~~ "~""~ 'tir4'~Y1 ~ J'~ ~ 1 F fill ,+:i'~ri ~$' 84J. ~~fim'bF~ rr~4 4:~"~ p ^7 r~fa~~1 rh ' ~1~I1~t"dPP ~iS t ~~{up ~ ~ ~ - V' r 11'~~1"f i~ . !. r i ~ ,~u~uswevExc es. D 5. t ^T.~, y~~ i~ ~A1 4~~ .µ 7~~At~1'~Y1n fi t AYA ,jA ~ATCT t~~1 iL'~Alf ~rni ~1,l 7 tit ~(~r y .µ~ ll.,l ~'1 T 1~'1 ~' ~~7R1~. A 1,~-,111 C ~ n~vciEve~s~t~imvc~~ c~ovom~ o~soxs. (N)5'COPPER GUTTER, TYp, CBJ METAL PRODUCTS N :.CgI.E i,;~,.,~•~,.;~ ~ i HG.2~.. 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'r,. ~t45,,:~, .l Y~.. •:1' / \ ,.i. ;1 408 ~ uT ~ ~ c..:.:.::~{...,z:r::~... ~ .' ,.... . ~'.... r.^.rte• ..rzi~~.1:;'::.....,...m.~, ., :.m.m .~......: ..: ~~rr-.:, .... :. .,~.mmr; ... i,,,.~.~^r....m., :isr.G::~:T.n::::s.:.u=;_:-'::ia. --- ... - EAST ELEVATION :~~ i' :. x_r:.x :;... I _... ...~~ c::::m::......._. -' _ _ _Z_ :i Vic: '"'"'~~";::,~.n-:~.;f i ~ ~ L------------------ a~apo~E O°xh slmw wsni[W~[ r.r ~ ~ ,. a«~~E~~~..r~ ... < N ...~::~: u~~a~F,~~,~~ a ::~Y'A`.~.C,~.l:.~l~..C~.l ' ~: l ~":::...':~':'L 1.A1..?.~: Y~YA ' .1 ~p :T~u~~~t.~.(j. A'f .: '"'': :x~j.(.y[~l;Yl:l ll. ~.~"+ U y~J ~~~: I T A 1 '~Ilj'7 i 7 ~ ~Yl..~' fA ~~[ T. P ~ ,{t T. 1 1 1',~ ~A' 1 A 11 F~l~.~+J r.qr.~J,~y~y ~~~i.1,~~,ac~~i.~. i 4~r A~~',St'.11~JF4I~ ,r }'Cr]'~'~1"T.411~`i111fi" ;.~~.~~~Yrx~~.~+iY~:A "JAt ~ 1~1'r~~ r~' r~ r,~j~'~T]T ~' .,.'~Y"~.~'~Ih ~~~yS'~l~ ~~~' ~~~1`T,YTS 1' ~7 T,! ~~ ~ §i: ~~ . '~i:~~~..~i.~iY'Y~~i~~~T~iT.i~'~'~i~T ~{~^J~~tr~itT~.~ ~~.~x,~.~~1 ,T .. i~~. Y.~'..t~~Y~1.~ .il,"'~". ~J,.3rY;: U.~ A." " ' :a:S:T'::Czc:¢xtr:ec.:;:..::::~:r.:a::::'i:+'~" !',:a~: r....... ..r.:rkrar:c^~.;.::.,.i. . ; ~c:.r.:z::x ~..,... .r.:::^::sr.~:..r :~:...~. Ad~t...._. - .....-. K....... :......::.i...". 1:1;:1 .:~:~::.: :: i::.: 501. ~.::t.:C:•.' .~:.:...,....~.....I:: Y..:3 ~..':. r...:...1:".~~r:.:l ..:~~.::~. ..... i .... 1 I. .i~~ :~ :u 1 l.r.:.. ..~ ORAL GRADE 2 -C~ -~_-_ L--~---------- -L -~----- "------- v .cu:.y"'^^^R T^ ~~WEST ELEVATION . ~ Ali° '.T~~i~pT P:1'Ij'i ~'prr:i~T~~~i,, ~J.:~~ ~'r 'Ai~~~1:ya ' .i'aw~'hi4A ~^~r-~ r', ~ ~ i - .~... _`:.'-~',-_-...-~~::~.,''^`,e..~`.rc..~:: ."i ... . ~—~~,+,~~,:."t ' i-~..:.....~.. .:...... .~' 1~:: .~ i ,,;,`I .} . e i _- ::CI ~:f. ~'~:1'~1.~'f.. ~A:1'~ 1. 1y~~~. IlA ./~~th y? ~' ~ ~~1 < a .. r ~......'..~r:. ,. :...... .._., _r..~:.:::.......~ ; ........... ~.:::::c ~~ ~..z:z:a::c9a:4:i....::.::::~.:t:rr.-_~_. -.. ✓:isr: iii~i'':z:^~~i i .. .._ j 403.B _ - ~..'... ,..FJrnOE J .....J..t........_ s. o. L~~ 10 os 4' WES E --J (N)SCREENING ROOM - (E)ACCESSORY BUILDING .......... .. SCREENING ROOM WEST ELEVATION 7~r~= ,,,,,,,,, ,, ,,, i P p.. ~r .: .. .,. 9 ~ scr~~ va°= -;;~ 1~' ..0 T' A.~' ' 7Ty~~ T' x I ~~ilit '~,.~} ~'~ ! . (N)SCREENING ROOM fj .:'~i.. Y :'~'~cY~~l'AT;' '~.YCI~YAA. A ~+~ p ~o ~ ,~,~:"~ ew¢srox[ venianho SCf2EENING f200M EAST ELEVI~TION f'.t. r.......n. ovu~x w~vis mncw ee*wEex..vn. e. sravc stars ro u~.c~ wwcm~w,ui n,uau canoe — (E)ACCESSORY BUILDING ~~r~ r.,..,... b~AN CHi Ev.Bau+A CQ~w S Y;I~t Y c :; ;" ~ ~ i. _ .~ ~ ~ rvnTURPL CRHo e.r. ~--t - '~-~, ,. ... i~.. I..~... ,,,., '" ~ *.':Yr~-`:'-x"-".fY 4~-^r ~ : ~ ...... ~~~ 4 ~ `~' .~; "": i -~ ...... . ,... .. ' r— r ~ :.... ... PGLGMOE NORTX ELEVATION SCREENING ROC7fY1 NOf2TH EIEVATItJ!V y a ~ 4 I. ~~ Y. vF. ._ ~~ j I~: `~'- PEORCMFOOM AND VROPOSED ELEVATONS _ 1. _. NnTUMLGt1M I 1 scat..r- g~REENING RQQ~~t SOUTH ELEVIiTlON (SECTION THRC3UGN PORCH RAE. '~ ~~~~ E pv~ •~ A3.~J ~---------------~ L—__—____----___~ ~ zs. z~~~ JUxE G e ,,,,,., .ec~ssoµa b // eruiloory SCREENING 501 i ~~~ VESTIBU /BAR ~ 502 / // ~~ .,....~, Y b .....rte ~I ............. r salvo ......., ..r.. i ~ a .... .. ... ... .. EaACEroRMIAt gKnx4 .. SfEELCONfAEiE 91P~cNxKDEa~ ' oor~onln. - oa BASEMENT (STORAGE/MECH) 505 aw .~. vais~o Ert v~ooiis -' s4A~Eo SCREENING ROOM SECTION 2 NORTH-SOUTH 2 e ~m ~..a wM a a. ass. w~..a, 8 = h Y // ~ 3 - // µ BAR 502 POWDER 503 siEE~.con onant m. - SCREENING ROOM SECTION 1 (EAST-WEST) BASEMENT (STORAGERdECH) 505 •~.•,••~ ~ F .TM^. ~~~•.,I d ~ . s4nEa„_._._._ i - SCREENING FOOM SECTIONS ~~ ~.~~ r v f 1 I .. ~~~ s~e.00~u. SU(MmeutafComnlianee 15 co 'IfeA wnh th 'icna fthc la~Manoc lValcr C at on Ordunnc rMaool ed them forthccfficient URC OT I fIt11FIC lfl ldfit'1 L~'dc^m ni. n, P arzr N. e i f in ~l '~ ~.~duuc ai3 SHEEP ~ $,~ R ~ MCHITECTURFL: .~.~..~r. SWe~E wvMva[sm[x~ use. ivoE~OF covSm~enore 9 6 3 ~ ~ ~ ~ ...............................:......................................................................................................................... STA7Eil•1EN"f QF CC}k41F'LIANGE 3 aos¢ov~wc 11 8 5 SCOPE OF WORK: ~ ~ 4 ............................................................................................................................................................... SMEET GF2IC? SYSTEM ............................................................................................................................................................... NORTH ARROW H..w,:~ [ae~E wAnEx ~ve~uaoe~.wim uwwnav uioouwnr.~.ref~cE{canoFi _~ . ...................................................................:...................................................................... LMN~~~E ROOM Poou xD. 100 C7CZAth11'~Ca INI~~:~X P~(7JECT k~ESCF21PTit)N PF2<)JECT SC(7PE Exts*wa Inc iu+[n ratan mrt pgOcosEo MATCH LINE a ~—~ uiau.c.~oxn~ o r 56 rr ~ ~I~.vey~ Y+ml ~uK uvx0. '-- ROOM LABEL i ooeicauuc4 caxry a'cos ervt.~~s On~ENiSENGr E~FlCEx~5iw0um5~ EEi1~tEOGLewnE ]~o-us+ixn Fix SaeNq darn V+s».xnAbOt Swewp noom ~owv Floe axe Bap.k ~'—xo. A coos ~ca.ecxm~ ~r aoeice~:r°:iiwa'a~i~osCOU ~~ ~o~. /~' RENSION CLOUD IaW~o pausl ~Ovrl0raul nwxwm ~R ~''bq~ BUILDING GRID LINES .. ,~,~.....~~. 2 o,.,~~ ~a ~~ ni`a ..wo~zom ~ ~-~; R~~ 12 i~.i ~~y~ ro~ ,.~~:~,~ari w~w~ ~oE~o ~.:~i.~.i~o~.~o,s CEILING HEIGHT W }~CaE oil y mss MEn rnOr.~~~nG+Es♦ ~8'-0' ^~i~a Heioxr '~ ~w sr.sx v1v sF.]1t ncnnm. wnnLyw~Oha. D~goJe..0 No-Js~-01m Fa[ r~r. ~~a:.~asna ~G ~} By~ eW^*v.sutle~oon ~~~ • °'~'~'^uK ]~ol~~suf ~it~]io~~weul ~ ~~' G °°fl y le~elNxbS~E~ (ele~e96aelsf0.v ~~uNStoflH6 ~4xNWAYS.IXiNEWAYS PxDP41105k SECTION ~SEenox xo. ~ s.mf 50. 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Rcuiuss510m;i.EMNraer.~ gMpymn. .~w~~eawvxmw AT D&:OMI'U5~ GRAHI1'8 PATF{ C 2 PSRMAALc7C EDGING esrR W~sFm~aaanro4AWxrx~As LAPAVB2 ~/ W7CFI an.~rw ter. mv.c ~ww w~~~m~e.sa ~m ~+m~a.0 a» M ia~ol ~u~w ww~r w,~. •:.,~.a .,.. auou,.ru,..as ~'x'•s xrs. amp. uen ~~otu frwe ~••'a.. a~.... ~n .u~n4 .av ~ iun ~ns~~ ~. ~uv.~am N.TS. WN ..........................................~,~ha F.~~c~cxuax...ay.nE~,~,.s rooc~s..v~ ~•'.- ~.r ~ i' • ~ T~ :...................aa~FnEnos~aacoxr~wvxowc, ~.;:.. './ '.—..'.. •~: '•'...................... FwSi[I~Ol rvv.iRx ~rt'WNJv~GTInEaS .xStnLC1NA4 i. ' . s n ~ ~., ~ ./. ••s• ........................................._...lC:.fAfYtPEkGtN2M.NEr TNEx:H.\T 10E 0F5:CIE ~~ Ror.Lrn ~osioN corrrxor: N.T$. ON 5fAP6 x MN FSPNiFR3 5 nrpn~/.ACy1~041~~~PoniS~/~S~s4O~vM~ PW J~6i11UM'IV~4i YInLiV W ~ NJY Ypx.EYvtea at IDF1'ATDn' ~~ O 7 WALI, BLEVATION POR VIIJ6S AND S^iPAIdHRS N,TB. VARIES WALL ATPACHMSNT FOR VIIdBS ANU E4'ALIBRS a xrs. _ _- 9O - -- ~-- -- ___ --- ~1 ~ ~_~:-: PUBIC WO a u~ Y c~a on:°.wi~imx~x°Csniii `mr~,~ia .~.w"i :..`, cwi. a SU~as K~ [nw n[w~pix5FC~pK rMa J~ww '~ n ~xrs[MSmut~Ox w~rtmuS.MCdK~CnOx wLER.Yu'o% [ 5 xsrcc~aa9 :i~(>iojp ~Kv[LOw[xiMVwpC(isni0uxviiE Y wi[5f~uww4pcau4qunpv. ~xaE ov r7 ~ p5eov~ ~Fw~n~r~i[~caasu~ia~u[~niiw~rio~~ocuSrti~u uCN[CS SwLt~i~O (i BEu0v[0 Oa uP1n[0 tmxWl M[ c~G/GF01FfMN u.D/M ~o ~ vcx~irra ry:~l~t[a rm[a[~sr[crvur~ vswo-rto oM ,~,o..-~K.,~. „~. w .: o~~o-.irce°~'s""sv 01,s:o~u~ae.v~ ow~~a~:ii~~ ~'dtww~oo. •. ~. ....~~o:~°~ asp, a.a,~, .,;~a~.~o.,..~_Ewo~M ,.~, w. °~a~tdo ~u~~~~« r~onvcanme~~a+. wuw.x .~ µ~ ,ra.. e. B`SI oaN.af.FUFNI VRn axOt[C~M eMCES vWl eE ~x vK[ ~~ M EnU Or ~IX~Y4~¢E ~Nu~xFO ~CVRaEo EWv4[xl. D. v a. ~m UE9N5 LWL & RC~OKO ~uW S~NEFiS. 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Gaq Hca[MK~oRFt5 .. ![[In to [Sv+ ulo/~viciiCK m r~ii M ~iN~E/~WR[m[CIM CwrM. ~Kt % CdNtE~fo ~~~ B[cNxrF Or mF SUWxw ~> l~LSS: x r rS 90 nu[Gapxc. ~A~svii~~a¢WM~~~~Amu~ [s ann~iiqrv555~wLL~9~xKK wat~CmOmd~~~~~~UW~xWC~Ni fuoLi n[50[xtut yQ19[,S4[: ].N KA[ m[ol,w0 ~6'di~~oh~li~F A[KMiS ramoE(n~ ls[ mrm-m-w~v .wo [~scu[x~s wu ' axnminfo~sarreccMi~rw"cEo s wm00e"'x~ s" z no s~rnw. ww'~ac~cnc caan az 5n au"w~s:n~~xa[o ~av~ 5: x/n __ ____ ~cuE5 wp~xac..s o~uco. uwpa~sau`N"ee°~ so e~si~• rmnrtx su~~un .smrr.w M.a Mc °~'d ooni°uxomwsn~cnw .us a~rw~ao m .ccmo.~xc .mx Mc aoaam wxs rrro ~axcuu~rs a M~wN~awp~~w.eo eumm [v~e~~xw aoc. x~. '.. .nun c.~ ..,o anSIX K~v[6nuE~Ms a ~xeu~ow 5. n.wew. uea vaoSwxC .wU1 1~bm. ¢~y¢yyyyy. uue~ nasal ~.~ c'~io°Fe$~ci$in ' °i°w"''~~i:~~io~x~M. °Rro nu ~§~~'i~.~,nwrc a a mca~c.wno. a "`imcwxr.~isws .io v~ =.c~~c cwn ~«. v ~e.~ .~o ..m.w W..o~ cwa sus..s ..e> wv» w«w s ,~,,,.ur zr, zoo ~ac.~uo .u+vw. n, xo~». ~e. %roct s~wti ec ow~coM~.00no~xo ow.r Y.rtw~ .~o ~mm«o .mm :v. .~c m~.nrw wnau SHEET INDEX SHEET i-I >i. W SHEET C-~ i a(uux ovFx ~rm~ TITLE SHEET k NOTES GONCE~TUAL DRAINAGE PIAN ttllGi [ CMaIMS M M[ xd5[ Cadxu~[t /~/~'0 GW[Rs Or ~I• ^~~fCct. ni x uv wv CONCEPTUAL DRAINAGE PLAN FOR 27758 PACIFIC COAST HIGHWAY, MALIBU, CA 90265 PROJECT ARCHRECT: ARYA GROUP,INC. 10x90 SANTA MONICA BLVD. LOS ANGELES, CA 90025 (310)446]000 ~. off w a n c~. start wxew wnr,.~mx w [sew o's%i~i=_ _" ~rr[cmxLr~o caxrca anacxru. ~um nrtnt sxru m E.uxa a x~ SOILS ENGINEER/GEOLOGIST: GEO~ADVANTEC INC. 457 WEST gLLEN AVENUE,SURE 112 (90~91305p-0dWA 97]73 STFUCTURAL ENGINEER: DAVID LAU 8 ASSOCIATES 1246]W. WASHINGTON BLVD. LOS ANGELES. CA 900fi6 (3f0~ 3914200 LANDSCAPE ARCHITECT: SCOTT MITCHELL STUDIO iB1 NORTH MARTEL AVE X036 (~3) 9 3-90]8 ~ SURVEYOR: ~pND 8 AIR SURVEYING 22741 PACIFIC COAST HIGHWAY,SUITE 400A 265 (310)46~-9381 KEY NOTES: CONSTRUCTION NOTES Eau~(m).r vunc .~muu caic ~ rtRonn i/n~rssxn~ LEGEND; *HSixEE~Wsi SEfE`~E ~5„CEE~~µRa~LN DRNOy OMCES ua0 OBfuN ELEVnT10N OIGfEFENCE SwYt BE PROu~~FO a5 ui AS-BtIRi CONO~iION. Q COx51RUCi ~b TC Stx. ~0 UwnaGE mPE. uuMux i; uix. AUPE. FOPfRb linC iui c BELOW 4FOux0 gSNP&xCES (E) COxiWA 4a0R RexiER we11 (xOx PEHuiI REdIIREO. <J-it HIJ COMRnC~iOPFlO pxOIM1~IEplA0.1fC1ECmTL~ExG~EEF~Of aW gSCREF.wCES OR~PEO REOE~ESIGN C~Iu~GES SOpTnEB~G0FwiE ~u00if5Ui~i0M5XCu~ BE wNE. ]61J6" Wpl 9ALx BUBBLER. ~~OEuL ]/IMiS SNFR.WIrP~Li O! fWRi() Q Poix15 b' C011xEttgN i0 (E) 60 SIONu INtux. CONIWtiOR ip VCPoiY IH MELD itrvFai EIEV<1Mx5 PfiOR LO CWUENCEUExI Oi wWM. PoUR Oi COM1NECfgN 10 OOWII SPWIS PER MMi1ECNfU1 PUNS. CIX1xECt w/ PIVOvpSfO SiORu pwN OEH OLw. ' q ~ (E) ~~ 15 ~B SxfEl FIOW iLOW OIIIEC1gN PLON4 SIOHN NWN fi'0 x05 MEa ONux (SEE xEr xOIE ~1 9. inE CQViRFCiOR S~uLL BESAESPONSIBCLlOR KL~UNDEFGROUNO ViN~ifS~iUNDERC(tOUND KfRi~ SwLLL BE NOi~inED a NiNiM11M Oi ~8-HOURS PFiOR t0 DIGGINGULI 1-800-Z1]-}600 10. *HE MPRMEO 4EOLOGv Orv0 GEOiECMxiCnt REPORTS SNKL BE _aN5~0EHE0 a PeRi Oi THESE OlgNS. COP25.0~ THESE FE~ORIS SMOULO BE uaMuxEO Ox SrtE DURixG SrtE DEVELOPUENi. xE PNg1ECi ONt ENGiNEEF SNKt 0E n0i~fiEO /~x0 /YGROVE uuv OCSiGN CN.wGES PRIOR t0 iuPLEUENinipe~ WFWG SrtE OEVFIaPUErvi. ~3. a.t RE*uNixG wnLLS ME UxDER SEPMsiE PEPurt. ~S. CNEYiCN LESTNC OC ON-SiIE SOILS PER UBC REOUIPENEMS NULL BE PEPlORMED AT (VOUCH GRRpE CEF16iGiE. olL BUROinG pMEN5i0n5. ELEvali0N5. M'D LOfili0N5 PER M~nrtECiUPK PUnS. ~H~E WOFN vnLL BE KLOWED BETWEEN NOVEMBER J D MMCN }t. p0 NOi BEGIN MIY GRODWG wONK VmiCv WOULD n0i BE COMPLEIEO PFiOR i0 NOVE ~6. CONIRnCTOR SH4LL BE PES>ONSIBLE TO u.NNINx xEWiNE GMDE nWRv (ROM OLL ~OUNOniWNS ni n1L iiuES. CONSIMX ~'~ US YW ORux tnlH Mi P~AS~IC AiPoUN GfWE vER pElel J/ini5 SxEEf CR EOVH (tt0~. Q9 (E) ONNNMS WREi SIRIKiURE t0 MMUN. es -------~-~-~-~-~ --~-~- 1. AlL DRNNAGE flGES ME s' PIC. SCM 10. 5-IS (uix) uMLE55 OiHEkMSE NOlEO. SENFE PEPui55~On fHOM C~Iv fxCwEEA i0N CONSiaUCTiON. pSCwFGE vnMix SiREEI AiGNi-Us-wsx. 5. GRONS~ONS SWLLI BE MME IOR CONLPIBULOHv 0IU1xnGE ni.N.l iiuES. 6. INSi01L PVC NPE wlin 3' uiN. COVEF. Q [OnSIRYtf 6'0 TC Stx. ~0 ~nuwLE FivE. uuMiw ;uw. SLOK. Q EASnHG I6's S10RY DANN t0 PENNN. CIXAPwC10R 10 VEPoiY EYK( lOGlgx sxD iNVERI Ai ixE PoC 10 ixE PROPOSED (x~ 5(OFN ORxnS. (x~ 5 i5 /PNOIEC~CO iPCE ~Y OPoNNE H~ ar srtv oauHw~[+ OECOunOSED GF~NRE CxiS~~xL ~NiSN GMOE~ ~ix~~ R~q firvi5v SUNfnCE GRr~pE BNEKK NEW'N1 im2R1 VNOPoSED Oa NEw SIOM lOC Of SIfO rap 0~ wK~ v[pi{Y iN fi[lD NOTES: n,s uv .s .ccunnc row caxccviu.0 owrucc aver. 2. wq~{y pPpnOW Br Ux0 k NN SVMCnx4 UrtEU .~wWAv 15. ]OU. OR ~0 KPon' Cw~CI LUG~Igx Or vRpc(gtt UxCS. ~~ COxiFKtOR 5x4t ~OLLpw .y~ n[W~wCKxiS W VRJJECI fixµ a~cVS h SVCOMA~gxS. rt i5 xf COx~x~C10n'S xEWONSi&Utt t0 OH~ux IxF ~~xK ONW[W1 PLuiS k Sv[CaK~nOxS lxpu Iw[ lNPM(a mnOn ~0 axOC[[P'xG x ORN. IHE VxOIF[t Crva FxfJN[EA Sx~LI 9E NOInEO u+~ ~avn0'+[ µr D[Six UewGES FfiOx 10 iuiL[uExl~~gH WmxG SnF O[vEtOvuFx~. duExLOxS u,D ELEvn1~5 SM~ B[ FELO-NM'CD B+ CPv~x.~C~On. COMRaCiPP Sw.LLI BE REP0.vL&C i0R xOgMq ENGix[CR w WMNlG a ~EKxi OBSEmiEO quExLaHS Qi~ Ea OM uExyMS SxOxr Ox M G NA Onux~GE oUxS. Fxi5lixG u14~nE5 uN [xiSimG OxSoE w<SIEw~RA COuvN~FxiS. G DOE vmxix evGS ~0 & • ESVEC~4Lv MOSF wlx ~CCE55 OOv~S pSIUNBEO Swil Pfuux CFptECiL~ ix vy~C( gv ~Pvla~CiOn. 5. EVER 10 4L tExEN4 x01[5 Ox ~w[ 1 f Sx[E1 1-i R SE1&[i( l~nE fV'ROu ON~Ri~uE Q CONS1RUCf B'0 TC Sfi, ~0 OP/,w4E RPE. YNNiNN 1; uix.AOYE. Q (E) ORUH wLRS i0 BE <B.wDOxEO. Q CG21RIKf PUMA wNy (xpN-P[gNrt FEOUNEU) <~l-ft xi. .. ------ -- s ' ~ -- x= ~i i ~ t 1 i. '~ A M i, a ) .~ ~ —~°'-~ ~"!~ (. ~~ ~ r. '~'--'--' '' i -- r— ~7`>~.-- ~,~ _ _ ~a.:-- .,.\. L MSi iAi~o ~,-~ -- J ~r 'mac - ev ;de ~ :• ... ~. c"+~^ ,~ is 0.~1 d~g.b ,.i ;, J,r y~ r~ W .' { roru(~ ~ w f.4' r^• — r ~~:~ fin' \} x.~ ~ p-~i I~?3% ~ `gem "i ~RX / n `~ j _ .\ ~ `r ' - ~ ~s.;,~n - -- b -- _ { ~"F' i~f~~ _ .;Iii.. ~. / ~ '.., k Y~ ~ C"{`~~ _. `. b p i ~~' ~ i ~j ,~'_I+ y 4. ....:. ~n ... ..n"~ I ~ "s~_ ~~_ ~ .,.-_. ~I G I ~} CONCEPTUAL DRAINAGE PLAN n~4' ^p """' ~~xz. ioc:icoa~vxs w~wsa<uounr .x ww~ws. sis:i. swrvucH~ xns. (e~ao~l~~spi ~- /b' SOH-)5 wC Oa Eytlrv.LL[x! 0! SOM a xo5 I~1.~-~~.s~xos H v~vE~YiC~vER~vE~+. ,0" flM ~5 ~fi• 0VIlE1 BbViEv uxrvER5~L , 0.4 [OVrvHE~rt HUS:(E00)>]6-t99B I L ^ it" um ~9?E5: p~E YZES vEn Rwv SLN ~0 M Orz [WrvuExl. ~ StavC /DLCFxr wE.~S ~OxavO P¢ux5. tOF2 qWM O~PEbKOx~tp1gx~~.vD ttPE EOi SURi/{EGwiulE C SURFWxOxG Oix~CaE~IE SMCS /~xD CMORS Mf QEIdL9 5b ElBO'x lEE AREA DRAIN DETAIL we.~~.0 U PNE<Ox PgOpYC15 36"%]6' Uitw &Sx u00EL /]6]6-B~3 UaFx OA MPNbhD EOWL AS.B.S. SPELIPI NOTES A Ei55f~W*E~t~1fWNixE~ a~I5.w.0.CB.1~µI~Po~3ECw.egt0~roua~usiGwcelAS.aS.A' i~9UaJ[C~v~Ertiv 511uLVNMIBrtEppafhlAGE VMiFgiE05iowl WaiEa NtWCFF pPEtRviOTxE 0.59.5. uN NJxIX15*WW w~iER a~TM~FF RuSN'I.WO.VBECAuSE OG iPxE BNLT.W R785 ~~ty of.Malibu 23825 Stuart Ranch Rd., Malibu, California CA 90265-4804 (310)456-2489 FAX(310)456-7650 BIOLOGY REVIEW REFERRAL SHEET l TO: DATE: City of Malibu City Biologist i ~2~_ 1~ -E FROM: City of Malibu Planning Department. PROJECT NUMBER: CDP 14-044, MM 14-013, DP 14-011 JOB ADDRESS: 27158 PACIFIC COAST WWY APPLICANT /CONTACT: Jaime Harnish APPLICANT ADDRESS: P.O. -Box 6363 Malibu, CA 90264 APPLICANT PHONE #: (310)589-2473 APPLICANT FAX #: (310)457-9240 APPLICANT EMAIL: jaimeharnish@hotmaiLcom PROJECT DESCRIPTION: Interior and exterior remodel with.NOWTS, N screening room with covered breezeway, addition to guest house TO: Malibu Planning Division and/or Applicant FROM: Dave Crawford; City Biologist and; CANNOT proceed through The project review package is (See Attached). The project is APPROVED; consistent with City Goals ~ Policies associated with the protection of biological resources and CAN proceed through the Planning process. The project may have the potential to significantly impact the following resources, either individually or cumulatively: Sensitive Species or Habitat, Watersheds, and/or Shoreline Resources and therefore Requires'Review by the Environmental Review Board (FRB). ~l SIGNA E ~ ~ DATE Additional requirements/conditions may be imposed upon review of plan revisions. Dave Crawford City Biologist, maybe contacted on Tuesday between 9:00 am and 11:00 am at the City Hall Public counter, by leaving an e-mail at dcrawford~malibucity.orq or by leaving a detailed voice message at(310) 4562489, extension 277. Rev 121009 ATTACI~/I~?~ 'r~ Biological review, 9/2/14 Ci o Malibu 23815 Stuart Ranch Road, Malibu, California 90265 (310)456-2489 Fax(310)456-7650 Planning Department BIOLOGICAL REVIEW Site Address: 27758 Pacific Coast Highway Applicant/Phone: Jaime Harnish/ 310.589.2473 Project Type: Interior and exterior remodel with OWTS,landscaping CDP 14-044(REVISED) Project Number: Project Planner: Amanda Chiancola Previous Biological Review: Incomplete 7/29/14; Approval9/2/14; Approval l/13/15 REFERENCES: Revised plans DISCUSSION: 1. This review only addresses the revisions to the project previously approved by Biology. Therefore, all previous conditions of approval remain in effect. In the event of conflicting conditions, the more restrictive shall apply. RECOMMENDATIONS: 1. The project is APPROVED with the following conditions: apply. A. This review only addresses the revisions to the project previously approved by Biology. Therefore, all previous conditions of approval from all previous reviews remain in effect. In the event of conflicting conditions, the more restrictive shall 2. UPON COMPLETION OF ALL PLANTING,the City Biologist shall inspect the project site and determine that all planning conditions to protect natural resources are in compliance with the approved plans. pate: 2z Da e Crawford, City Biologist .310-456-2489 ext.227(City of Malibu); e-mail [email protected] Reviewed By: CDP 14-044,Page 1 ~:~.~~~ti~ ~ G~ o ~ M,~ r;;a ~i~` , ( ~~~ \G 1 ~~' `~,. ~' •••••~`' ~Ci o 1~7~clibu ~~ 23825 Stuart Ranch Road •Malibu, California 90265-4861 (310)456-2489'• Fax (310)-317-1950• www.malibucity.org GEOTECHNICAL REVIEW SHEET Project Information Date: August 1, 2014 Review Log #: 3632 Site Address: 27758 Pacific Coast Highway Lot/Tract/PM #: ri/a Planning #: CDP 14-044 Applicant/Contact• Jaime Harnish, [email protected] BPC/GPC #• Contact Phone #: 310-589-2473 Jessica Colvard-Botts Fax #: 310-457-9240 Planner: new onsite Submittal information Consultants)/Report Date(s): Geo-Advantec,Inc.(Ariannia, GE 2824; Hanson, CEG 1841): 11-22-13 (Current submittals) in Bold:) Geo-Advantec,Inc.(Ariannia, GE 2824): 5-22-14 Earth Systems Southern California(La Chapelle, CEG 1311): 4-24-14. Lawrence Young(REHS # 3738): 5-5-14, 4-14-14 OWTS .plan prepared by Lawrence Young dated July 15,2014. Building Plans prepared by ARYA Group,Inc. dated June 23, 2014. Grading plans.prepared by LC Engineering Group, Inc. dated April 19; 2013. Previous Reviews: Review Referral Sheet dated 624-14 Review Findings Coastal Development Permit Review The project is APPROVED from a geotechnical perspective. ❑ The project is NOT APPROVED from a geotechnical perspective. The listed.`Review Comment s' shall be addressed prior to approval. Buildin_q Plan-Check Stage Review Awaiting Buildingplan check submittal. Please respond to the listed `Building Plan-Check Stage Review Comments' AND review and incorporate the attached `Geotechnical Notes for Building Plan Check' into the plans. ❑ APPROVED from a geotechnical perspective. Please review the attached `Geotech nical Notes for Building Plan Check' and incorporate into Building Plan-Check submittals. ❑ NOT APPROVED from a geotechnical perspective. The listed `Building Plan-Cheek Stage Review Comments' shall be addressed prior to Building Plan-Clleck Stage approval. Remarks The referenced reports and plans were reviewed by the City from a geotecl~~7ical perspective. Based on the submitted information and a site reconnaissance, the project comprises remodeling the existing 1,623 square foot two-story guest house, remodeling and adding 402 square feet to the 440 square foot gym,constructing a City of Malibu Geotechnical Review Sheet new 1,537 square foot screening room, landscaping, and the installation of a new onsite wastewater treatment system(OWTS)that consists ofnew treatment tank system and pump vault with two new 6'x 35' BI seepage pits with 5' caps and.100% expansion. No grading is proposed. NOTICE:Applicants shall be required to submit all Geotechnical reports for this project searchabl as e PDF files on a CD. At the time of Building Plan Check application, the Consultant must provide searchable PDF files on a CD to the Building Department for ALL previously submitted reports. that have been reviewed by City Geotechnical Staff. The City of Malibu.is pleased to announce the release of the new Geotechnical Guideline These s. new guidelines became effective November 1,2013. Geotechnical reports submitted to the City with any new development AFTER November 1, 2013 must conform to the requirements of the new guidelines. Geotechnical Consultants are strongly urged to review and familiarize themselves with these new guidelines to insure Geotechnical Reports are consistent with the guidelines. Building Plan-Check Stage Review Comments: 1. The Project Geotechnical Consultant has increased the allowable bearing capacity for foundations bearing in compacted fill from 2500 psf in the 11-22-1~ report to 3000 psf in the 5-22-14 report.. No increase in expected settlement is associated with the increase. Please discuss the reasoning behind the increase and, if necessary, provide supporting calculations for bearing capacity and settlement estimates. 2. In order to justify the selection of Site Class C for the project, the Project Geotechnical Engineer or the Project Engineering Geologist needs to provide the standard penetration resistance or shear wave velocity . ofthe underlying terrace deposits and bedrock based on measured values or onjudgment as specified in Section 1613.3..2 ofthe CBC and present those to the City for review. 3. The backfill oftest pits used for the OWTS testing apparently was not placed as certified compacte d fill. Therefore,the Project Geotechnical Consultant needs to provide appropriate recommendations for removal and recompaction ofsuch material that will support structures or compacted fills: 4. The Project Geotechnical Consultant has recommended a minimum thickness of15-mil -for vapor barriers beneath slabs on grade. Building plans shall reflect this requirement. 5. The Project Geotechnical Consultant refers to an ASTM specification that has been supersede d(D4829). The City appreciates that ASTM test methods are expensive; however; Consultants need to be current with the test methods. The current edition is ASTM D4829-11. No response is required. 6. The Project Geotechnical Consultant needs to provide a complete finding in accordance with Section 111 ofthe Malibu Building Code regarding the proposed remodels, additions, and OWTS. 7. The Consultant needs to incorporate into the report a contour map ofground motion from the Northridg e earthquake. To facilitate this requirement,the Malibu map is provided for the Project Consultan use ts' at (http:%/www.malibucity.org/index.aspx?nid=258). The Consultants should include a copy ofthat ground motion map in their report, with the subject site plotted on the map. On the basis of that map, the Consultant should interpolate the ground acceleration at the subject site and state that value in their report. 8. Provide a grading plan. for review if the scope of work includes removal and re-compac tion (R & R) grading for the improvements. 9. Two sets of final grading, OWTS, remodel and addition plans(APPROVED BY BUILDI NG AND SAFETY)incorporating the Project Geotechnical Consultant's recommendations and items in this review sheet must be reviewed and wet stamped and manually signed by the Project Engineer ing Geologist and Project Geotechnical Engineer. City geotecl~nical staff will review the plans for conforman ce with the Project Geotechnical Consultants' recommendations avd items in this review sheet over the counter at City Hall. Appointments for final review and approval of the plans may be made by calling or emaiting City Geotechnical staff. (3632) - 2- City of Malrbu Geotechnical Review Sheet Please direct questions regarding this review sheet to C'ty Geot Engineering Geology Review by: . Geotechnical Engineering Review by: Christopher Dean, C.E.G:#1751, Exp. 9-30-14 Dat Engineering Geology Reviewer(310-456-2489, x306) Email: [email protected] r ~~ August 1, 2014 Kenneth Clements, G.E.# 2010, Exp. 6-30-16 Date Geotechnica~ Engineering Reviewer(805-563-8909) Email: kclements@fugro:com This review sheet was prepared by City GeotechnicalStaff ~, contracted with Fugro as an agent ofthe City of Malibu.. FUGRO CONSULTANTS,INC:~° 4820 McGrath Street, Suite 100 Ventura, California 9003-7778 (805)650-7000(Ventura office) (310)456-2489, x306 (City of Malibu) (3632) lnical staff listed below. ~ -3- City of1~7alibu - GEOTECHNICAL NOTES FOR BUILDING PLAN-CHECK The following standard items should be incorporated into Building Plan-Check submittals, as appropriate: One set of grading, OWTS, and remodel and addition plans, incorporating the Geotechnical Consultants recommendations and items in this review sheet, must tre submitted to City. geotechnical - staff for review. Additional review comments may be raised at that time that may require a response. 2. Show the name, address, and phone number of the Project Geotechnical Consultants)on the cover sheet of the Building Plans. 3. Include the following note on'Grading and Foundation Plans:"Subgrade soi/s sha/I be tested forExpansion /ndex prior to pouring footings or slabs; Foundation Plans shall be reviewed and revised by the Project Geotechnical Consultant, as appropriate." 4. Include the following note on the Foundation Plans: "Allfoundation excavations must be observed and approved by the Geotechnical Consultant prior to placement of reinforcing steel." 5. -The Foundation Plans forthe proposed project shall clearly depict the embedment material and minimum depth of embedment for the foundations in accordance with the Project Geotechnical Consultants recommendations. 6. Show the exis#ing and new onsite wastewater treatment systems on the Site Plans_ 7. Please contact the Building and Safety Department regarding the submittal requirements for a grading and drainage plan review. 8. A comprehensive Site Drainage Plan, incorporating the Geotechnical Consultants recommendations, shall be included in the Plans. Show all area drains, outlets, and non-erosive drainage devices on the Plans. Water shall not be allowed to flow uncontrolled over descending slopes. Grading Plans(as Applicable) 1. Grading Plans shall clearly depict the limits and depths of overexcavation, as applicable. 2. Prior to final approval ofthe project, an as-built compaction report prepared by the Project Geotechnical Consultant must be submitted to the City for review. The report must include the results of all density tests as well as a map depicting the limits of fill, locations of all density tests, locations and elevations of all removal bottoms, locations and elevations of all keyways and back drains, and locations and elevations of all retaining wall backdrains and outlets. Geologic conditions exposed during grading must be depicted on an as-built geologic map. This comment must be included as a note on the .grading plans. Retaining. Walls(As Applicable) 1. Show retaining wall backdrain and backfill design, as recommended by the Geofechnical Consultant,on the Plans. 2. Retaining walls separate from a residence require separate permits. Contact the Building and Safety Department for permit information. One set of retaining wall plans shall be submitted to the City for review by City geotechnical staff. Additional concerns may be raised at that time which may require a response by the Project Geotechnical Consultant and applicant. } J~ O ~VIa~'ibu CZ 23825 Stuart Ranch Rd., Malibu,- California CA 90265-0861 (310)456-2489 FAX(310)456-7650 PUBLIC WORKS REVIEW REFERRAL SHEET TO: Public Works Department DATE: 6/23/2014 FROM: City of Malibu Planning Department PROJECT NUMBER: CDP 14-044, SPR 14-028 JOB ADDRESS: 27758 PACIFIC COAST HWY APPLICANT /CONTACT: Jaime Harnish APPLICANT ADDRESS: APPLICANT PHONE #: P.O.-Box 6363 Malibu, CA 90264 (310)589-2473 APPLICANT FAX #: (310)457-9240 APPLICANT EMAIL: [email protected] PROJECT DESCRIPTION: Interior and exterior remodel with NOWTS TO: Malibu Planning Department andlor Applicant FROM: Public Works Department The following items described on the attached memorandum shall be addressed and resubmitted. The project was reviewed- and found to be in conformance with the City's ~licies and CAN proceed through the Planning ~y ~ DATE Rev 120910 CitY of Malibu MEMORANDUM To: Planning Department From: Public Works Department Jorge Rubaleava, Assist. Civil Engineer Date: July 14, 2014 Re: Proposed Conditions of Approval for 27758 PCH CDF 14-044 The Public Works Department has reviewed the plans submitted for the above referenced project. Based on this review sufficient information has- been submitted to confirm that conformance with the Malibu Local Coastal Plan (L.CP) and the Malibu Municipal Code (MMC) can be attained . Prior to the issuance of building and grading permits, the applicant shall comply with the following conditions. GRADING AND DRAINAGE 1. Exported soil from a site shall be taken to the County Landfill or to a site with an active grading permit and the ability to accept the material in compliance with the City's Local Implementation Plan (LIP), Section 8.3. A note shall be placed on the project that addresses this condition. STORMWATER 2. A Local Storm Water Pollution Prevention Plan shall be provided prior to the issuanc e of the Grading/Building permits for the project: This plan shall include,. but not limited to: • Designated .areas for the storage of construction materials that do not disrupt drainage patterns or subject the:material to erosion by site runoff. • Designated area for the construction portable toilets that separates them from storm water runoff and limits the potential for upset. • Designated areas for disposal and recycling facilities for solid waste separated from the site drainage system to prevent the discharge of runoff through the waste. • Specific BMP's to prevent erosion and BMPs for Sediment control prior to discharge from the property. • Locations where concentrated runoff will occur. W:1Land DevelopmentlPlanning Conditions~PCl-X27758 PCH CDP 14-044.docx RecyGed Paper • Plans for the stabilization of disturbed areas of the property, lands caping and hardscape, along with the proposed schedule for the installation of protective measures. • Location and sizing criteria for silt basins, sandbag barriers, and silt fencing. • Stabilized construction entrance and a monitoring program for the sweeping of material tracked off site 3. CONFINED ANIMAL FACILITIES —New development and redev elopment of confined animal facilities shall.require a WQMP-Ag. a. The confined animal facilities shall. be designed and constr ucted to retain all precipitation and drainage through. manured areas during the 85t" Percentile, 24 hour storm event or the 0:75-inch, 24 hour storm event, which ever is greater. Manured areas are defined as those areas where livestock waste is likely to be deposited. b. All precipitation and surface drainage outside of manured areas, including that collected from roofed areas, and- runoff from tributary areas during .the storm event described in "a" shall be diverted away from manured areas. c. Retention ponds and manured areas at confined animal facilities shall be protected from inundation or washout by overflow from any stream channel during 100-year peak.stream flows. d. New development or redevelopment of confined animal- facilities shall not result in the placement of manured areas in or within 100 feet of streams or other surface waters. e. Confined animal facility new development or redevelopment. shall not produce sedimentation or polluted runoff on any public road, adjoining proper ty, or in any drainage channel fi The new development or redevelopment shall be designed to preven t animals at a confined animal facility from entering any surface water within the confined area. g. New development and redevelopment projects must have a livest ock waste storage area. Livestock- waste storage areas shall be designed and constructed to be water-tight and covered such that storm water will not be allowed to discharge from the area. The storage area shall be located at least 50 feet from any drainage swale and 100 feet from any surface -water and any public or privat e drainage conveyance systems. h. A copy of the WQMPAg shall be filed against the property to provid e constructive. notice to future property owners of their obligation to maintain the water quality measures installed during construction prior to the issuance of gradin g or building permits. i. The WQMPAg shall be submitted to Public Works and the fee applicable at time of submittal for the review of the WQMPAg shall be paid prior to. the start of the technical review. The WQMPAg shall be approved prior to -the Public Works Department's approval. of the grading- and drainage plan and or building plans. The Public Works Department will tentatively approve the plan and will keep a copy until the completion of the project. Once the project is completed, the applicant shall verify the installation of the BMP's, make any revisions to the WQMPAg, and .resubmit to the Public Works Department for approval. The origina l singed and 2 l~ f W:1Land DevelopmentlPlanning Conditions~PCH~27758 PCH CDP 14-044.docx RecyGed Paper notarized document shall be recorded with the County Recorder. A certified copy of the WQMPAg shall be submitted to the Public Works Department prior to the certificate of occupancy or final inspection. MISCELLANQUS 4. The Developers Consulting Engineer shall sign fihe final plans prior to the issuance of permits. 5. WASTE MAN~4GEMENT FOR CONSTRUCTION SITES- -The City of Malibu is required by AB 939 to reduce the flow of wastes to the landfills of Los Angeles and Ventura Counties by 50%. Since this project consists of all new construction (reside ntial and nonresidential, the applicant shall comply with the following conditions: • The applicant/property owner shall contract with a City approved hauler to facilitate the recycling of all recoverable/recyclable material. Recoverable material shall include but shall not be limited to: Asphalt, dirt and earthen material, lumber, concrete, glass, metals, and drywall. Prior to Public Works approval of the final plans, an AfFdavit and Certification to implement a Waste Reduction and Recycling Plan for the above project types shall be signed by the Owner or Contractor shall be submitted to the Public Works. Department. The WRRP shall _indicate the agreement of the applicant to divert at least 50% of all construction waste generated by the project. • Prior to Final Building inspection, the applicant shall provide the Public Works Department with a Final Waste Reduction and Recycling Summary Report (Summary Report). The Final Summary Report shall designate all material that were land filled or recycled, broken down by .material types. The Public 1Norks Department shall approve-the final Summary Report. 3 r~.~ W:~Land DevelopmentlPlanning Conditions~PCH~27758 PCH CDP 14044.do cx Recycled Paper ~~ G~ # i ► ~'i a 1~laltbu ~d'~ -23825 Stuart Ranch Rd., Malibu, California CA 90265-4861 (310)456-2489 FAX(310)317-1950 r ENVIRONMENTAL HEALTH REVIEW REFERRAL SHEET. TO: City of Malibu Environmental Health Administrator DATE: FROM: City of Malibu Planning Department PROJECT NUMBER: CDP 14-044, SPR 14-028 JOB ADDRESS: 27758 PACIFIC COAST HWY APPLICANT /CONTACT: Jaime Harnish APPLICANT ADDRESS: P.O. Box 6363 Malibu, CA 90264 APPLICANT PHONE #: X310)589-2473 APPLICANT FAX #: X310)457-9240 APPLICANT EMAIL: [email protected] 6/23/2014 PROJECT DESCRIPTION: Interior and exterior remodel with NOWTS TO: Malibu Planning Department and/or Applicant FROM: Andrew Sheldon, City Environmental Health Administrator / Ark Onsite Wastewater Treatment System (OWTS)Plot Plan approval IS NOT REQUIRED for the project. An OWTS Plot Plan approval IS REQUIRED for the project DO NOT grant your approval until an approved Plat Plan is received. SIGNATURE- ~t~usr !9, Zola DATE The applicant must submit to the City of Malibu Environmental Health Specialist to determine whether or not a Private Sewage Disposal System Plot Plan approval is required . Andrew Sheldon, Environmental Health Administrator may be contacted Tuesday and Thursday from 8:00 am to 11:00 am, or by calling (310)456-2489, extension 364. Rev 121009 Ci ~ of Malibu 23825 Stuart Ranch Road • MaFibu, California • 90265-4861 Phone(310)456-2489 •Fax(310)456-3356 • www.malibucity.org August 19,2014 Jaime Harnish P.O. Box 6363 Malibu, California 90264 Subject: 27758 Pacific Coast Highway,lVIalibu,California 90265; Environmental Health Conformance Review.for a New Single Family Residence and New Alternative Onsite Wastewater Treatment System (CDP 14'-044) Dear Mr. Harnish, On August 19., 2014, a Conformance Review was completed for a new alternative.onsite wastewater treatment system(AOWTS)proposed fo serve the onsite wastewater treatment needs ofthe subject property. The.proposed AOWTS meets the minimum requirements ofthe City of Malibu Plumbing Code,i.e. Title 28 ofthe Los.Angeles County Code, incorporating the California Plumbing Code,2013 Edition,.and the City of Malibu Ordinance No. 377 Amendments(MPC); and the City of Malibu Local Coastal Plan/Local Implementation Plan (LCP/LIP). The following items shall be submitted prior to final approval: 1) Final OWTS Plot Plan: A final plot plan shall be submitted showing an OWTS design meeting the minimum requirements of the- MPC,and the LCP/LIP, including necessary construction details, the proposed drainage plan for the developed property, and the proposed landscape plan for the developed property. The OWTS Plot Plan shall show essential features ofthe OWTS and must fit on an 11" x 17" sheet leaving a 5" left margin clear to provide space for aCity-applied legend. If the plan scale is such that more space is needed to clearly show construction details and/or all necessary setbacks, larger sheets may also be provided (up to a maximum size of 18" x 22" for review by Environmental Health). a. Show the connection from the guest house to the treatment tank. b. Identify all pumped and gravity lines for the OWTS c. Show the location ofthe OWTS control panel d. Show the location ofthe existing wastewater system to be abandoned. 2) OWTS Design Report and System Specifications: A final design report, plan drawings, and system specifications.shall be submitted as to OWTS design basis and all components (i.e. alarm system, pumps, timers, flow equalization devices, backflow devices, etc.) proposed for use in the construction ofthe proposed alternative onsite wastewater disposal Jaime Harnish August 19, 2014 Page 2 of4 system. For all OWTS,final design drawings and calculations must be signed by a California-registered Civil Engineer, a Registered Environmental Health Specialist, or a Professional Geologist who is responsible for the design. The final OWTS design report and drawings shall be submitted with the designer's wet signature, professional registration number, and stamp (if applicable). The final OWTS design report shall contain the following information (in addition to the items listed above): a. Required treatment capacity for wastewater treatment and disinfection systems. The treatment capacity shall be specifed in terms offlow rate, gallons per day (gpd), and shall be supported by calculations relating the treatment capacity to the number of bedroom equivalents, plumbing fixture equivalents, and/or the subsurface effluent dispersal system acceptance rate. The fixture unit count must be clearly identified in association with the design treatment capacity, even if the design is based on the number of bedrooms. Average and peak rates of hydraulic loading to the treatment system shall be specified in the final design. b. Sewage and effluent pump design calculations. c. Description of proposed' wastewater treatment and/or disinfection system equipment. State the proposed type oftreatment.systems)(e.g., aerobic treatment, textile filter, ultraviolet disinfection, etc.); major components; manufacturers, and model numbers for "package" systems; and conceptual design for custom engineered systems. d. Specifications, supporting geology information, and percolation test results for the subsurface effluent dispersal portion ofthe onsite wastewater disposal system. This must include the proposed type of effluent dispersal system (drainfield, trench, seepage pit; subsurface drip, etc.) as well as the system's geometric dimensions and basic construction features. Supporting calculations shall be presented that relate the results of soils analysis or percolationfinfiltration tests to the projected subsurface effluent acceptance rate, including any unit conversions or safety factors. Average and peak rates of hydraulic loading to-.the effluent dispersal system shall be specified in the final design. The projected subsurface effluent acceptance rate shall be reported in units oftotal gallons per day(gpd)and gallons per square foot per day (gpsfl. .Specifications for the subsurface effluent dispersal system shall be shown to accommodate the design hydraulic loading rate (i.e., average and peak OWTS effluent flow, reported in units of gpd). The subsurface effluent dispersal system design must take into account the number of bedrooms, fixture units, and building occupancy characteristics. e. Recommendations to address the presence of large trees and vegetation that do not conform to the minimum plumbing code setback. f. All final design drawings shall be submitted with the wet signature.and typed name of the OWTS designer. If the plan scale is such that more space than is available on the 11" x 17"-plot plan is needed to clearly show construction details, larger sheets may also be provided(up to a maximum size of 18" x 22" for review by Environmental Jaime Harnish August 19,2014 Page 3 of4 Health).[Note: For OWTS final designs, full-size plans for are also required for review by Building &Safety and/or Planning.] 3) Existing OWTS to be Abandoned: Final plans shall clearly show the locations of all existing OWTS components (serving pre-existing development)to be abandoned and provide .procedures for the OWTS'proper abandonment in conformance with the MPC. 4) Worker Safety Note and Abandonment of Existing OWTS:The following note shall be added to the plan drawings included with the OWTS final design. "Prior to commencing work to abandon,remove, or replace existing Onsite Wastewater Treatment- System(OWTS) components an"OWTS Abandonment Permit" shall be obtained from the City of Malibu. All work performed in the OWTS abandonment, removal, or replacement area shall be performed in strict accordance with all applicable federal, state, and local environmental and occupational safety and health regulatory requirements. The obtainment of any such required permits or approvals.for this scope of work shall be the responsibility ofthe applicant and their agents." 5) Building Plans: Architectural floor plans ofthe proposed residence approved by building safety shall be submitted for review. 6) Proof of Ownership: Proof of ownership of subject property shall be submitted. 7) Operations &Maintenance Manual: An operations and maintenance manual specified by the OWTS designer shall be submitted. This shall be the same operations and maintenance manual. proposed for later submission to the owner and/or operator ofthe proposed. alternative onsite wastewater disposal system. 8) Maintenance Contract: A maintenance contract executed between the owner ofsubject property and an entity qualified in the opinion ofthe City of Malibu to maintain the- proposed alternative onsite wastewater disposal system after construction shall be submitted. Please note only original "wetsignature" documents are acceptable. 9) Covenant: A covenant running with the land shall be executed between the City of Malibu and the holder ofthe fee simple absolute as to subject real property and recorded with the Los Angeles County Recorder's Office. Said covenant shall serve as constructive notice to. any future purchaser for value that the onsite wastewater treatment system serving subject property is an alternative method of onsite wastewater disposal pursuant to the City of Malibu Uniform Plumbing Code, Appendix K, Section 1(i). Said covenant shall be provided by the City of Malibu Environmental Health Specialist. Please submit c~ certified copy issued by the Los Angeles County Recorder. 10) City of Malibu Geologist/Geotechnical Approval: Geotechnical Engineer final approval shall be submitted. City of Malibu Geologist and 11) City of Malibu Planning Division Approval: City of Malibu Department of Environmental and Community Development, Planning Division final approval shall be obtained. Jaime Harnish August 19, 2014 Page 4 of4 12) Environmental Health Final Review Fee: A final fee sha11 be paid to the City of Malibu for Environmental Health review ofthe AOWTS design and system specifications. 13) Operating Permit Application and Fee: In accordance with M.M.C. Chapter 15.14, an application shall be made to the Environmental and Building Safety Division for an OWTS operating permit. An operating.permit fee shall be submitted with the application. -000If you have any questions regarding the above requirements, please contact the undersigned at your earliest convenience. Sincerely, City of Malibu ~~~~~-Todd E. Curtis Environmental Health Reviewer cc: Environmental Health main file Planning Division ' ~ ~j~ ~~ Ci o :1~7a~zbu o 23825 Stuart.Ranch Rd., Mal'bu,California CA 90265-4804 ~~ 9~ O (310)456-2489 FAX(310)456-7650 ~/~/S, `ff►. 6r~ -FIRE DEPARTMENT REVIEW ~~,~~, REFERRAL SHEET TO: Los Angeles County Fire Department FROM: City of Malibu Planning Department PROJECT NUMBER: JOB ADDRESS: DATE: 6/23/2014 CDP 14-044, SPR 14-028 ~ APPLICANT /CONTACT: 27758 PACIFIC COAST HWY. Jaime Harnish APPLICANT ADDRESS: P.O. Box 6363 Malibu, CA 90264 APPLICANT PHONE #: (310)689-2473 APPLICANT FAX #: (3101457-9240 PROJECT DESCRIPTION: Interior and exterior remodel with NOWTS T0: FROM: Malibu Planning Departmentand/or Applicant Fire Prevention Engineering Assistant The project DOES require Fire DepartmentPian Review and Developer Fee payment The project DOES NOT require Fire Department Plan Review The required fire flow-for this project is/ODD .gallons per minute at 20 pounds per square inch fora 2 hour duration. (Provide flow information from the water dept.) The project is required to have an interior automatic fire sprinkler system. . Final Fuel Modification Plan Approval is required prlorto Fire Department Approval V Conditions below marked "not a.~proved"shall be corrected on the site plan and resubmitted for Fire Department ap~rovaL App'd Nlapp'd Required Fire Department vehicular access(including width and grade %) as-shown from the public streetto the proposed project. Required and/or proposed Fire Department VehicularTurnaround Required 5footwi 'e De rtment Walking Access(including grade %j Width of prop . d drivew access roadway gates 0 of Los Angel Fire Department sions to the Co ty of Los Angeles Ainor change maybe approve hieve subs ntially the same r u geles Fir Code valid at th m "'Expires wi City Pla ~n iration, or 'ions to Fire Dc~ ment regulatio and standards. fe~Gention Engineerin ,provided such changes. the project maintain compliance with the Couni ~ of Los plans are submitte .Applicable review fees syr~ f be required. i SIGDf'ATURE J `.ZO /L~ DATE Additional requirementslconditions may be imposed upon review ofcomplete architectura l plans. The Fire Prevention Engineeringmaybe con~ctedbyphone at(818J880-0349oratthe Fire DepartinentCounter. 26600 Agoura Road,Suite 110,Calabasas,CA 97302; Hours: Monday-Thursday between 7:00 AM and 11:00 AM (CDP 14-044) 27758 PACIFIC COAST HIGIiWAY MnT•IBU, CA 90265 P. COTTAGE: GUEST HOVSE: SCREENING ROOM: GYM/SPA: PUNff> TANK: TREATMENT UNIT: ACTIVE: FUTURE: PERC RATE: DESIGNER: DESIGN REPORT: PERC RPT: GEOLOGY REPORT: 1 Bedroom/11 Fixture Units (N) 2 Bedroom / 31 Fixture Units (N) 0 Bedroom / 8.5 Fixture Units (N) 0 Bedroom / 9 Fixture Units (N) 1500 Gal Precast (G~m, Cottage, and Screening Room) MicroSepTec ES-12 w/ W Disinfection 2 - 6'x 35' BI w/ 5' Cap 2 - 6'x 35' BI w/ 5' Cap 12,990 gpd present proj.(B-2,-3) 10,140 gpd present proj.(H-1,-4) Young, REHS 3790 Young (OS-05-14) Young (04-14-19 Earth Systems (04-24-14) 2 - 6' % 35'~BI Future NOTES: 1. This conformance review is £or a new alternative onsite wastewater treaffient system for a remodeled guest house, cottage, gym, and new screening room. The new alternative onsite wastewater treatment system conforms to the requirements of the City of Malibu Plumbing Code (MPC) and the Local Coastal Plan (LCP). 2. This review relates only to the minimum requirements o£ the MPC, and the LCP, and does not include an evaluation of any geological or other potential problems, which may require an alternative method of review treatment. 3. This review is valid £or one year, or until MPC, and/or LCP, and/or Administrative Policy changes render it noncomplying. CITY OF 1v1ALIBU ENVIRONMENTAL SUSTAINABILITY DEPT ENVIRONMENTAL HEALTH CONFOi21VCANCE 1~,~VI~V6' AUG 1 9 2014 ~n~'~~ ' 2~ K . ~Y ~9 SIGNATURE: ~' THIS IS NOTAN APPROVFIL. FINALAPPROVAL IS REQUIRED PRIOit TO.TH~ 1SSUAN~E OF ANY CONSTRUCTION PERMITS. t JA ~~ ~ ~P CA{.~N 07/15/14 Notice Continued... A written staff report will be available at or before the hearing for the project. All persons wishing to address the Commission regarding this matter will be afforded an opportunity in accordance with the Commission's procedures. z O ~~ Copies of all related documents are available for review at City Hall during regular business hours. Written comments may be presented to the Planning Commission at any time prior to the beginning of the public hearing. LOCAL APPEAL - A decision of the Planning Commission may be appealed to the City Council by an aggrieved person by written statement setting forth the grounds for appeal..An appeal shall be filed with the City Clerk within ten days following the date of action for which the appeal is made and shall be accompanied by an appeal form and filing fee, as specified by the City Council. Appeal forms may be found online at www.malibucity.org/planning forms or in person at City Hall, or by calling (310) 456-2489, extension 245. COASTAL COMMISSION APPEAL — An aggrieved person may appeal the Planning Commission's decision to the Coastal Commission within 10 working days of the issuance of the City's Notice of Final Action. Appeal forms may be found online at www.coastal.ca.gov or in person at the Coastal Commission South.Central Coast District office located at 89 South California Street in Ventura, or by calling 805-585-1800. Such an appeal must be filed with the Coastal Commission, not the City. IF YOU CHALLENGE THE CITY'S ACTION IN COURT, YOU MAY BE LIMITED TO RAISING ONLY THOSE ISSUES YOU OR SOMEONE ELSE RAISED AT THE PUBLIC HEARING DESCRIBED IN THIS NOTICE, OR IN WRITTEN CORRESPONDENCE DELIVERED TO THE CITY, AT OR PRIOR TO THE PUBLIC HEARING. City of Malibu 23825 Stuart Ranch Road Malibu, CA 90265 (310)456-2489 Fax (310)456-7650 NOTICE. OF PUBLIC HEARING N ~D OD ~ N O ~ ~ O ~ C iU N O~~ N ~ -O ~n ~ ~~ The Malibu Planning Commission will hold a public hearing on Monday, May 4, 2015, at 6:30 p.m. in the Council Chambers, Malibu City Hall, 23825 Stuart Ranch Road, Malibu, CA, for the project identified below. COASTAL DEVELOPMENT PERMIT NO. 14-044, MINOR MODIFACATION NOS. 14013 AND 15-005. AND DEMOLITION PERMIT NO. 14011 — An application for the conversion of an after -the-fact duplex into asingle-story single-family residence with a 214 square foot addition,.construction of a new detached 400 square foot two- car garage, new 1,537 square foot detached screening room with a 1,537 square foot basement, new 288 square foot garden shed, 402 square foot addition to the existing 440 square foot detached gym, conversion of a 1,170 square foot detached guest cottage into a game room, installation of a new alternative onsite wastewater treatment system, new landscaping, grading, including a minor modification fora 50 percent reduction of the required front yard setback, a minor modification fora 20 percent reduction of the required side yard setback, and a demolition permit for the demolition of more than 50 percent of the duplex's exterior wails APPLICATION FILED: APPLICANT: OWNER: LOCATION: APN: ZONING: CASE PLANNER: If you have questions regarding this notice, please contact Amanda Chiancola, Associate Planner, at (310) 456?aRA-.extension 301. April 9, 2015 nnie Blue, AICP, Planning Director ~-~- June 23, 2014 Jaime Harnish Serge Azria 27758 Pacific Coast Highway, within the appealable coastal zone 4460-032-002 Rural Residential Two-Acre(RR -2) Amanda Chiancola Associate Planner (310)456-2489, ext. 301 [email protected] Pursuant to the authority and criteria contained in the California Environmental Quality Act (CEQA), the Planning Director has analyzed the proposed project. The Planning Director has found that this project is listed among the classes of projects that have been determined not to have a significant adverse effect on the environment and therefore, is exempt from the provisions of CEQA. Accordingly, should the project be approved, a CATEGORICAL EXEMPTION will be prepared pursuant to CEQA Guidelines Sections 15301(1) - Existing Facilities and 15303(a) — New Construction or Conversion of Small Structures. The Planning Director has further determined that none of the six exceptions to the use of a categorical exemption apply to this project (CEQA Guidelines Section 15300.2).