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Home My WebLink About03_Collins Residence CDP_PA2017-177oe`'�WPOR' CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT u r C'911FORN`P SUBJECT: Collins Residence CDP (PA2017-177) SITE LOCATION: 2148 East Ocean Front Coastal Development Permit No. CD2017-073 APPLICANT: Brandon Architects OWNER: Fluter Properties PLANNER: Gregg Ramirez, Senior Planner 949-644-3219, gram irez(o)newportbeachca.00v October 26, 2017 Agenda Item No. 3 GENERAL PLAN/ZONING DISTRICT • General Plan: RS -D (Single -Unit Residential Detached) • Zoning District: R-1 (Single -Unit Residential) • Coastal Land Use Category: RSD -D (Single -Unit Residential Detached — (10.0 — 19.9 DU/AC)) • Coastal Zoning District: R-1 (Single -Unit Residential) PROJECT SUMMARY A Coastal Development Permit (CDP) to allow the demolition of an existing single-family residence and attached garage and the construction of a new three-story, 4,692 -square - foot single-family residence with an attached garage. The project also includes hardscape, drainage, and landscaping. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2017-073 (Attachment No. ZA 1). 1 Collins Residence CDP Zoning Administrator, October 26, 2017 Page 2 Land Use and Development Standards • The subject property is located in the R-1 Coastal Zoning District, which provides for single -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. • The property consists of a legal lot developed with a single-family residence. The neighborhood is developed with a mix of one-, two-, and three-story single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development because the project complies with all development standards. • The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as illustrated in Table 1 below. Hazards • The property is located on the beachfront on the Balboa Peninsula. The proposed finished floor elevation of the habitable portion of the proposed dwelling is 13.75 feet (NAVD 88), which complies with the minimum 9.00 feet (NAVD88) elevation required by the Zoning Code and Local Coastal Program. A Coastal Hazard and Wave Runup Study prepared by GeoSoils, Inc, dated August 17, 2017 indicates a maximum sea level rise of 4.5 feet over the next 75 years resulting in future water elevation of 12.25 feet (NAVD). Furthermore, the report concluded that due to the distance of the property from the current mean high tide line (approximately 475 feet from the structure) that it is unlikely that the mean high tide line will reach property within the next 75 years. Tmp1[: 01/17/17 2 Table 1 — Development Standards Development Standard Standard Pro posed Setbacks min.) Front 10 feet 10 feet Sides 3 feet 3 feet Rear 0 feet aIle 0 feet aIle Allowable Floor Area 4,963 s uare feet 4,692 square feet Allowable 3rd Floor Area 372 square feet 372 square feet Open Space 372 square feet 390 square feet Parking 3 -car garage 3 -car garage Height 24 feet flat roof/deck rails 29 feet sloped roof 24 feet flat roof/deck rails 29 feet sloped roof Hazards • The property is located on the beachfront on the Balboa Peninsula. The proposed finished floor elevation of the habitable portion of the proposed dwelling is 13.75 feet (NAVD 88), which complies with the minimum 9.00 feet (NAVD88) elevation required by the Zoning Code and Local Coastal Program. A Coastal Hazard and Wave Runup Study prepared by GeoSoils, Inc, dated August 17, 2017 indicates a maximum sea level rise of 4.5 feet over the next 75 years resulting in future water elevation of 12.25 feet (NAVD). Furthermore, the report concluded that due to the distance of the property from the current mean high tide line (approximately 475 feet from the structure) that it is unlikely that the mean high tide line will reach property within the next 75 years. Tmp1[: 01/17/17 2 Collins Residence CDP Zoning Administrator, October 26, 2017 Page 3 Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property ownerwill be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality • Project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities because: Nearby access to the beach is available at the West Jetty View Park, located approximately 250 feet to the east and the terminus of M Street located approximately 500 feet to the west. The proposed project will not alter existing public access 2. The proposed project is located entirely on private property and there will be no reduction in on -street parking spaces. Tmpl[: 01/17/17 3 Collins Residence CDP Zoning Administrator, October 26, 2017 Page 4 ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 2,919 -square - foot single-family residence and attached 461 -square -foot 2 -car garage. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: Gregg R irez Senior Planner gbr Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmpl[: 01/12/17 4 Attachment No. ZA 1 Draft Resolution 5 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-073 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 3 -CAR GARAGE LOCATED AT 2148 EAST OCEAN FRONT TH STREET (PA2017-058) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Fluter Properties, Property Owner, with respect to property located at 2148 East Ocean front, and legally described as Lot 13 of Block E of Tract 518, requesting approval of a Coastal Development Permit. 2. The applicant proposes to demolish a one-story, single-family residence and garage and construct a new three-story, 4,692 -square -foot, single-family residence and attached garage. The project also includes hardscape, drainage, and landscaping. The project complies with all applicable development standards. No deviations are requested. 3. The subject property is located within the R-1 (Single -Unit Residential) Zoning District and the General Plan Land Use Element category is RS -D (Single -Unit Residential Detached). 4. The subject properties are located within the coastal zone. The Coastal Zoning District is R-1 (Single -Unit Residential) and the Coastal Land Use Plan category is RSD -D (Single - Unit Residential Detached —10.0-19.9 DU/AC). 5. A public hearing was held on October 26, 2017, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures). 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,979 -square - foot, single-family residence and 714 -square -foot, 3 -car garage. N Zoning Administrator Resolution No. ZA2017-### Paqe 2 of 7 SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 4,963 square feet and the proposed floor area is 4,692 square feet. b. The proposed development provides the minimum required setbacks, which are 10 feet along the front property line, 3 feet along each side property line, and 0 feet along the rear property line abutting the alley. The highest guardrail is no more than 24 feet from established grade and the highest ridge is no more than 29 feet from established grade, which complies with the maximum height requirements. The project includes garage parking for a total of three vehicles, complying with the minimum three -car garage parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with one-, two-, and three-story single- family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The finish floor elevation of the habitable portion of the proposed dwelling is 13.75 feet (NAVD 88), which complies with the minimum 9.00 feet (NAVD88) elevation required by the Zoning Code and Local Coastal Program. A Coastal Hazard and Wave Runup Study indicated a maximum sea level rise of 4.5 feet over the next 75 years resulting in future water elevation of 12.25 feet (NAVD). Furthermore, the report concluded that due to the distance of the property from the current mean high tide line (approximately 475 feet from the structure) that it is unlikely that the mean high tide line will reach property within the next 75 years. 4. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address 06-02-2017 Zoning Administrator Resolution No. ZA2017-### Paqe 3 of 7 situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction 5. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 6. Project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain even run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 7. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought tolerant and prohibits invasive species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 8. The property is not located near designated public view points or coastal view roads and will not impact public coastal views. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities because: 2. Nearby access to the beach is available at the West Jetty View Park, located approximately 250 feet to the east and, the terminus of M Street, located approximately 500 feet to the west. The proposed project will not alter existing public access 3. The proposed project is located entirely on private property and there will be no reduction in on -street parking spaces. 06-02-2017 8 Zoning Administrator Resolution No. ZA2017-### Paqe 4 of 7 SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-073, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 26TH DAY OF OCTOBER, 2017. Patrick J. Alford, Zoning Administrator 06-02-2017 9 Zoning Administrator Resolution No. ZA2017-### Paqe 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL (project specific conditions are italicized) 1. The development shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 3. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 4. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvement in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 5. Prior to the issuance of building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 6. Prior to the issuance of a building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 7. Prior to the issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 8. Prior to the issuance of a building permit, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices to address the threat of damage or destruction from waves, erosion, storm conditions, landslides, seismic activity, bluff retreat, sea level rise, or other natural hazards that may affect the property, or development of the property, today or in the future. The agreement shall be binding against the property owners and successors and assigns. 9. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury 06-02-2017 2� Zoning Administrator Resolution No. ZA2017-### Paqe 6 of 7 or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of development. 10. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 11. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 12. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan consistent with Implementation Plan Section 21.30.075. The plans shall be approved by the Planning Division. 13. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as a part of regular maintenance. 14. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock piles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 15. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 16. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 17. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain, or result in impacts to environmentally sensitive habitat areas, streams, wetland or their buffers. 06-02-2017 22 Zoning Administrator Resolution No. ZA2017-### Paqe 7 of 7 18. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity. 19. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 20. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner or the leasing agent. 21. Coastal Development Permit No. CD2017-073 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 22. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of Collins Residence Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2017-073 (PA2017-177). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 06-02-2017 12 Attachment No. ZA 2 Vicinity Map 13 VICINITY MAP Coastal Development Permit No. CD2017-073 (PA2017-177) 2148 East Ocean Front rM Attachment No. ZA 3 Project Plans 15 LU z i oo-sloallgoieuopueiq,mmm I OVO4'bSL'VLL o AZ6 V3 'ESON els03 1 [-g aling 'aA110 Snw]eH l5 L W W d 2 m ❑ ¢ m U S1a311HOHV NOaNVH9 F- E99Z6 VO `HOV39 i2]OdM3N *GAIG VOSIVS 'M 9ZOZ s31lH3dM:Jd a31md ,oa0 sNmOO mr V8 :131md ssn2j :N0I1VW2103Nl 213NMO MZ6 VO `HOVELS i�]OdM3N 3 1NMJJ Md330 9KZ 33N3aIS32i SN11103 Z O a ❑ J z Z W 2 0 ❑ uj U Z LU D U) LU N Z uoajaq palldwl jo paloldep jaglegM'Aped pngl qons Aq sluawnoop esagl;o asn + M Rue 6ulpje6w Al!I!gep Aue;o panlosge pue sselwjeq play aq uagl Ilegs 04M'S1031[HOiJV z LU NOONV2i8 Aq uolsslwiad pessajdxe pue uogezuoglne uapum 6uiulelgo lnogllm Aped pngl m LL: OUw>U Aue of peu6lsse aq of lou osle aae sueld esagl sagleuad pue sagll!geil holo lln; of loa(gns -z� aw ~2 sl pue'olajagl s1g6u Apadoid jaglo pue lg6uAdoo noel uowwoo passwdxe S1O311HOUV w Q NOOVB io uolleloln a s! ed uAq sluawnoop asag;o uollalle jo uolleolldnpz w z Ur pezuoglneun AuV S1O311HO2JV NOONVN810 uogezuoglne pesswdxe eql lnoglim Aped 0 (n U jaglo Aue Aq AeM Aue u! pazll!ln jo pwalle 'poleoildnp aq of lou we pue'loollgoae ledlouud ❑ W m 'uopuw8 jegdols!jg0'S1331IH0NV NOONV21810 Apadwd eql ale sluawnoop asegl O w J 0 z W W a m z a U z Txomz, O Z 7 W ��UNZ >�mPNma Z 0 o C) 5 ° 133HS 31111 w O H S O ZO F �(ON 0 U> _ w W U) U z J 2NO N W 2 2i W w Z w 0�/ W -i LL • '°'III: LL . ; . w w mUa O0 Q W LUU z O } F O N 0o ❑ Z 0 D Q d NZ U W LU w 0 ¢ wm c� 2 Z 0U ?Ow 0 M¢o z o U) ❑ �y Z0( u O U) U) LL W LL LL W V lL o < Z U Z Q J U 6o in W� W W W °oma N Q3 U m O w m Y U O Y> O w w m W m W z a z a z a a oa U O a a ¢¢ m~ m 0 U mmmmm a wmmwmm W CD LL= K °° 0 U W o U U U O a O loll ('nD W f�0 M a z Q N M M^^ O Q U Q (00 W ❑ O ❑ W Q Z Q m¢ z J W 2 2 2 z O U O O z J w i- am w ui J Q Cl) w w w w z z0 06 w _ CD LU CO0LL o o> Q Q m 0 w Q a Z z LL z}= a z z ZZZ Z 0 J D Q Z w 0 O z Z z�¢¢a F Z¢ Q z Q� LL Q Q Q Q a 06 J 0 Z U F (7 `Z w 2 Z 06 Q D - J J U W 2 a J J J J ~ W Q O a z z J a= w Z) z_ __ � � J , J= X U a. 0 a. 0 a. 0 > z a c� W 0 Z Fn :5J O Z O w w 0�� z z z z m o o � (� z� Q Q Q Q Q U U U J Z CL i Z of of > 0 0 0 0 O O J J J J w W W W~ w J U }}} Cl) 2Q U J �QQ W Up�� .. 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J E m m-0 0 c E y 0 41 0 W o C Q =mU 3oa`Wi yx°L 0 -= ,E mcaa m yE nEr oami� Wm >U -Jom W c m E D C C J a @> 0 42,6 M m a D- 41 mC L L O N a m M= 0 0 C_ V J O m U ` wI O. > C ,f Tm �U` >`UN C WE? 0 WW-; I y>°U .0 fL-'9 Q'000 m0J 0 o a' ` ono `mo c :u m, n a a c 5 iu m o m .m 3= W N W� a 3 m ami c' m - d 0:°..OW- WEWc D o- c EDyJ WW cco a'Ec oW ayia me m `` a U m 0 0 m m W '_ m W m m L Q C O @ O"- L D m M C o N W S a I IL U❑ o m' E Z iL (n E C) o. �> 0 O W m 3: W 3 L d E- .�-) o .�-' m" - a _ 00 m^ 0W dC OW Cc mC' 0 >,Q a1. W d 9 U Q E ,Jo c u) W D N W= O W 'O L U N O. `-' - (W= W U O L E N L= c L@ O m>- 0 2 E n0 A Q m a ti U) m a L5 a 0 (o Q of m d� � 3 m � y F a W a 2 (? O N- a = ' W U LL m ON N ZN N N N N N N N O) 0 q'} 'O D T m T m O m m n c 0 W m N c D 0- 'C' 0 w- CL CL O c U N S- D U N a U C ° 0 E o J � .. z c m m -Wo W W ° 0 -- 0, M 0o W yN (6 mE o 00 '>(``am o. Wn QJ ("i « W U� (0 `0-' 0 O E U) m O. W C C D C W S N L m 1Wj m C m of o - 0 E D 0 « W m %0 W m 0 >T-- m 4, W c o O N C @ m m c m E 0) s. J d m y y 'O rn m m S om m E m c x m o..: m �Q W �I rV o m o Q- O > W U () D OL_ @ m N a W W W Nh ..= E2 -'0L O 0 C m D O C L D C J N N j O m m P� V' C E @ D m c c C i 0 O n= Y M F W T W 42 W U a W C, E o.� (mi ? i m 3 n -L � @ m `0 mi.c >'o o m m ?M o .� m c� T o3- E'ma E «O mn 42`0 ° T ., N Y N m W U (DWa .T. @ 0 E L N Wj D 0 m o c D 2 W m 3 c m m` C o m O L m m �� o m D D D o c U W 0 m 'E E c c 0° x W E my ° m rn a- « W o c - 0 m d m dwJ Wa W y «a0i O @ M W W C m- > U m W n= O to m W > ._ W D� « E-0 0m 3ui .cmE T`a-. o d Juvald a)c m 3 E « E 2 N y D M - C m D (a `l U@ W O O U O O N L !° 3W m .LW. J= wE 3 Nmm ant >, oro Cmo N Wm Ea mo T O W U W C C U m 'O 0 m W W m m m W m Ula D U E 0 D W M W M O W E -30 MC -3 C W CI N m L L O m a m N DW W O M C E V m O ? 'm z m M 0 a rn W m e - w -a E a 0 01 > 0 M m o 0 0 0 m� m Z L0- ,,m m -'m mE mU NNE oomy E -I as O�O ai 3m doo -o y m«Ec y-Wo� 3oW Scam a,6W W m -m mO o:o DN m y y J° OO 011> 'V Om;-,m@L y y_'OL CC a - L M .. 0 U E O m'2 E U C U L ? UI V W W O =- L m '0 W 3 o W N m L u cm ° `°m m m m do o°m 3Um K mWmm m mm Eo -9 E0W m(mi3 Pan m D E E C m W ,@ m C_ C N J O m@ C W -t M c W= � A J x N W W a E 0 E M J W ca D (O W O D 'O O E Q U` N m a` 'O E O C W j 0 '.>-- 0« IE P 0 y E U m W � � it m E W 0 C 0 T C @ O F J (` ' T _ 0 C C X W W O X N C C 'O _O =- W U y W W U - d 'y C m Y a a N O N> W 0 C E ° 0 O Z @ m 42 O .0 a m W E D D O a m� _ z c°i¢m(n axirn E 00 �n E, Noy (W7 ncmo �' I�'` �.cE �(oio �� N c U i W W L D D W d c 0 < C J W c i m m E = m- a m oL W o 'o ai .- U ai a d U J Q (7 Q 0 2 U) 3 i ai a 13 a mi g a o W W 8 C V Z= m CIO 0U 0n- ,0 N U 0- m e L E L :. T� C U C W W._ 15 U C o 0 Wi c°caz m E E 0 °o. y N E? � 0 0 0 m0@� CEca 4 E' E 0 0 d a E E A NcUM m ? CU C E W L p = T' - M U] A=°�U o -mai WM "'c-« c c o> m- t� E c W F- U..W Ecamo mocoon W o E >V ~-- m 0 o of W D o o- u N" -! D m �'�yy z mal=._ oE()- oCCa s a J _ FVI W m C' G@ T C 0 a.0 0 O N O O N N E � C 0 W r 0 @ D UI J G N._ y c o' -J W m m O o @'E m m � c E o) y o Q C - W C�cU m> m420U) Lm=J m o UN N3 U� m 'c W W _ L-. W4 mc'' -`J U(aW @ mW(f)o0 mmyc c � Um 75.c mo n C a a W y U MU c c m W c J O m m_ c L ° o U m a c `O (_ O n .l C� U N J .m m- ._ ,> n 0 vi .- 'E Y .. W ¢ 0 W of 0 04 `/_ N m �- Q " m W y m mJ O U 3 o m c o u U W m m 3 o O o L D /O Ld c>Z >O i"1 17+ Cy �? mL_ m o@ z C nT �`; W N- n m W T c -O oN£ /\ aGO. ''� m A W G V "N D a 3 UO`r a U 0 m� @ E @ C O N C M U O .0 a O J z x 0 1-r y 0 ... @ E m@� U o @ y J o ,- �� o -ami , IL 1W �gz m m V(]]1 7 m U 2 rn W x "E Q c m U o 0 � m `O `^ m= 0> to m (Li (n M 4 Cil 0 '�7 W 0 U C U a= O N D - W E ❑ T L< - 0 N N ¢ m N N L (� p� O o z C,-- 2 m rn;_ y •J T Z 0 W c y W c Y¢ - c M W C x WO m a w M W- m C@ ._ m D N T U y Y m > °U m (0A - -0 -0 - >' ,W . '-E'O cz �aUc --D a'c)m o W E-0 o «m W m v O F >c F. moomW Wo�WN EonE 3� a Wao a0 mE 3 Q-0> >0 z U - U c V Et a`) O O W L d a0 y O J �= ❑ U da WO cap WU n aE TU 0f00 ma W- W NUCO ^'7 N (a d U J c N N W Ol,6 U m D W X N W m W -' E N c O- i..l c R: 6'E.U- ME '5 a« c0Lo me- u M, L) .-T'm Dm = m y('3 U F- 42o m@ 0. Say d T o E V c 5 0 W.0W m m W� u L m W - T`o OU > z M0uy n(o)aci �o D?�n E`o42 a Maz «°c == bi E Ncw 0 0 v��'A� mo�c m^ odmc mo aTi and ms yrLn� zm aCc°yo m_ I mo @UL -c'E O)no W@�o nm = Umy c >2.v.- �d cQ�K3 MN `NN DU ND_O mmmr OC 0 mn42 00M CEU O> O \\gAC/t L W U w N m J 0 n W o (a - y W o 0 O 2 m N m O- o C) 'Cm @ K > d a Et aY mU_(j:=,0 W W 2:s -« �I m o o Q U' (Ln o 7 (Nom (� uU Q E Q (aa d w a W „•'1- 1 k a O,az W LU o w m W a c' 6UNmZ U- N C6 v 6 co � co of O�f,LI'J N W 75 NW I L 0 ry CW G Z 75G 0 U I`L ..^ v i 0 J W 0 /W ry N00 � N■ I 0 (N I (N 0 Z Z WW Go a LLIx O C)U) 12 Z U 0 O m C 0 O i i 0 W D C m W W w0 3 3 rw 2 2 a a L 2 0 U o 3 N a C N W O m N g o O n 0 m= g w 0 N C W D OR - m v v . O` O 3 WA O L O W C m M y m m in m O _ w F O O N m -C O c m W C U Z m W am Z W o W m O L_ -� N o N 0 > U L o W y Z a m 2 0 o '- m W m _ W o E` 6 a , a U 0 « 0 o W ° t 2 X - F 0 J ° ui 0 O m c W a y = O 0 n W T W m o _ _ ! M 0' m m (i J W O M W O_ L M M y "-T' C W E W W JLL r- 0 0 0 N o W QO J ca a m V O 0 U i - M W mM E c U O 3 rn O O L U U O Co N U a' O ° w W U 0 0 C i c ° � 2 a" U m m L W C J E W J« c M W O.E 0 N C W -O0 0= E i v C o3 Q.J. o E (° ° Z m =w a N t � - Wm'- a a y - a O N.R N N ti O w W w T a O L E .0 0 E E-- E o C t `° . `o `0 2 0 m 0 m N W -O 16 16 = O N 01 m D C D m . J ` - J "C 12 0 0 C h > J W N V O' E '`J W 'y. ZO 0 C z I` 12V- - mO 0 Nu0ZO yNo r E AWo m - m�C� m� Noo C V Z= m CIO 0U 0n- ,0 N U 0- m e L E L :. T� C U C W W._ 15 U C o 0 Wi c°caz m E E 0 °o. y N E? � 0 0 0 m0@� CEca 4 E' E 0 0 d a E E A NcUM m ? CU C E W L p = T' - M U] A=°�U o -mai WM "'c-« c c o> m- t� E c W F- U..W Ecamo mocoon W o E >V ~-- m 0 o of W D o o- u N" -! D m �'�yy z mal=._ oE()- oCCa s a J _ FVI W m C' G@ T C 0 a.0 0 O N O O N N E � C 0 W r 0 @ D UI J G N._ y c o' -J W m m O o @'E m m � c E o) y o Q C - W C�cU m> m420U) Lm=J m o UN N3 U� m 'c W W _ L-. W4 mc'' -`J U(aW @ mW(f)o0 mmyc c � Um 75.c mo n C a a W y U MU c c m W c J O m m_ c L ° o U m a c `O (_ O n .l C� U N J .m m- ._ ,> n 0 vi .- 'E Y .. W ¢ 0 W of 0 04 `/_ N m �- Q " m W y m mJ O U 3 o m c o u U W m m 3 o O o L D /O Ld c>Z >O i"1 17+ Cy �? mL_ m o@ z C nT �`; W N- n m W T c -O oN£ /\ aGO. ''� m A W G V "N D a 3 UO`r a U 0 m� @ E @ C O N C M U O .0 a O J z x 0 1-r y 0 ... @ E m@� U o @ y J o ,- �� o -ami , IL 1W �gz m m V(]]1 7 m U 2 rn W x "E Q c m U o 0 � m `O `^ m= 0> to m (Li (n M 4 Cil 0 '�7 W 0 U C U a= O N D - W E ❑ T L< - 0 N N ¢ m N N L (� p� O o z C,-- 2 m rn;_ y •J T Z 0 W c y W c Y¢ - c M W C x WO m a w M W- m C@ ._ m D N T U y Y m > °U m (0A - -0 -0 - >' ,W . '-E'O cz �aUc --D a'c)m o W E-0 o «m W m v O F >c F. moomW Wo�WN EonE 3� a Wao a0 mE 3 Q-0> >0 z U - U c V Et a`) O O W L d a0 y O J �= ❑ U da WO cap WU n aE TU 0f00 ma W- W NUCO ^'7 N (a d U J c N N W Ol,6 U m D W X N W m W -' E N c O- i..l c R: 6'E.U- ME '5 a« c0Lo me- u M, L) .-T'm Dm = m y('3 U F- 42o m@ 0. Say d T o E V c 5 0 W.0W m m W� u L m W - T`o OU > z M0uy n(o)aci �o D?�n E`o42 a Maz «°c == bi E Ncw 0 0 v��'A� mo�c m^ odmc mo aTi and ms yrLn� zm aCc°yo m_ I mo @UL -c'E O)no W@�o nm = Umy c >2.v.- �d cQ�K3 MN `NN DU ND_O mmmr OC 0 mn42 00M CEU O> O \\gAC/t L W U w N m J 0 n W o (a - y W o 0 O 2 m N m O- o C) 'Cm @ K > d a Et aY mU_(j:=,0 W W 2:s -« �I m o o Q U' (Ln o 7 (Nom (� uU Q E Q (aa d w a W „•'1- 1 k a O,az W LU o w m W a c' 6UNmZ U- N C6 v 6 co � co of O�f,LI'J N W 75 NW I L 0 ry CW G Z 75G 0 U I`L ..^ v i 0 J W 0 /W ry N00 � N■ I 0 (N I (N 0 Z Z WW Go a LLIx O C)U) 12 U 0 O m C 0 0 O N 0 W D C m W W a a L V 0 U o 3 N a C N N° m N o O n 0 m= (a c 0 N C W D _ T m r O` O 3 O L O W C m M y m m m O m 0= M U m -C m- c m W C W m W W o W m O L_ -� N o N > U L o W m d a m W o '- m W m _ W o E` m m o W o a U « 0 o W W U m c W a y = O 0 n W y T T W m o M 0' m m (i J W m 0 U L M M "-T' C W E moo 0 0 0 N W m a c .mo U D W mM E c U O 3 rn O o L L « O T _m m 0 m CO Co N U a' W m m M Ni C 0 0 0 C o m W 3_ N M a m C a" U m L U`' (Wj _.m- J E W J« mM c W W L O.E 0 N C °'omm -O0 0= m �cN C o3 Q.J. o E (° ° nWU m =w ao cy mm t E Wm'- E- -ca W W L O C L O W T a O L .0 0 0 W o C - T 0 W E m 0 m N m W -O 7= W U n C = O N 01 m D C D m m- m c W 0 0 C > J > O' E '`J W 'y. W C 0 C m I` 0 yNo r �c E AWo m - m�C� m� Noo c 0> ma to -n() « M Q0 `O °3 «o(Wi '.cO« 4i = T- m00 0o O' C N C LU 0=U 'm0 � 00 `I m c@ J E m oM a— o 'tp W « m- 0 CO �0, o c 0 mU `o a m cm'OO mm no me c)a«m c c3 :9 o m m - -a o msy ova y«s W`oa oN W m . O W.. omm y(h -O 3-: W m> L a M W C W W O m C m +L-' a 3 C m W C m J m W� C y O i m O O O E W m-- 0 cD 42 W au m (O'O J L m 0- O U 'O E -0 C L U m D m (m/1 .0 L-' Y L y 0 IJ M O L a M m rn c (a (V W m - m 0 L L 0 6 U O` m>> m> 3> O O U'O m 41 0 m W W >i W W L,r m C N C 0 L n 00 m W m .n L «U m 0.0 O O) m C m> F4 m.`. +`W- V -0 L@ c O >i N '- W C C > 0 a- O C O a E 4i' W m N 0) m m 0 >� L m L of N m n O) m y O m ,= > m M U) J C C W > O D m^ m> >L> y U' M U' m= (.D D U' ` O m �- - 0 0 v L X O c 0 W T V o O. O a 0 Y N i W N m> J E O '�W- O 0 m O < (L/1 > W O U) N m D (3 D m 42 rn Q m c, U) m m D -- U N C6 li - 8 C V Z= m CIO 0U 0n- ,0 N U 0- m e L E L :. T� C U C W W._ 15 U C o 0 Wi c°caz m E E 0 °o. y N E? � 0 0 0 m0@� CEca 4 E' E 0 0 d a E E A NcUM m ? CU C E W L p = T' - M U] A=°�U o -mai WM "'c-« c c o> m- t� E c W F- U..W Ecamo mocoon W o E >V ~-- m 0 o of W D o o- u N" -! D m �'�yy z mal=._ oE()- oCCa s a J _ FVI W m C' G@ T C 0 a.0 0 O N O O N N E � C 0 W r 0 @ D UI J G N._ y c o' -J W m m O o @'E m m � c E o) y o Q C - W C�cU m> m420U) Lm=J m o UN N3 U� m 'c W W _ L-. W4 mc'' -`J U(aW @ mW(f)o0 mmyc c � Um 75.c mo n C a a W y U MU c c m W c J O m m_ c L ° o U m a c `O (_ O n .l C� U N J .m m- ._ ,> n 0 vi .- 'E Y .. W ¢ 0 W of 0 04 `/_ N m �- Q " m W y m mJ O U 3 o m c o u U W m m 3 o O o L D /O Ld c>Z >O i"1 17+ Cy �? mL_ m o@ z C nT �`; W N- n m W T c -O oN£ /\ aGO. 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QF wK� z�' ce W F W 0 (0 F❑z p o � Z w w F w 0 w Q 01 w w w m 3 a O LL Z M= O o LL = w CLQ w aE w 2 00 w z0 = M r z❑ ❑ > o a M K aK }0 r z a�-- M _ O❑ z¢ Q o m ❑ J a a w 0 0 v, LL m w Q ~❑ 0❑ w❑ F L U r OZ m 0 z Z m w r Z 0 m a z tr O O ¢ O w Q M w W V� z O O Q CWj f O W Q w Q Jai 7 3 0 w J W z w F uri 3 a.w z Q (/i M zMC7 �Q wJJ _J 0_ D Ll'2 m Ja'r r0 �a0- CL W W W CLw OOp UZ OOf QQ W m W O o > O ¢ FwK MG_ pUrp M 7a 2 0"UJ J0_ Ka¢ 0: ❑J UZ CMQ wQ waMO_ N� �r� M W r W U Uwe 0_a 0_0H J (70tH w W O W m Or 00w > 0_ 2i oC) ❑ S J X W W 0_O O 0=Q W 7a Z O p W Z Q Z W W O C.7 U M Q Q O 2i r 0 a 0 Q M QLL w W M M r LL r U W 0_ p LL U LL r 0_ M ❑ Q S Q Of i O r O Ol O N M a Li O r N m O W Q p O Z 24 COAST GEOTECHNICAL, INC. Mr. Jim Collins 8 W. O. 537317-01 Gaotechnical En inearin_lncesti anon Auoust 18 2017 Plate 5, and is referenced on this plate to be areas below elevation 32 feet. For more information about tsunami ran -up hazards and evacuation routes you are referred to the City website. GEOTECHNICAL DISCUSSION The site is within an area subject to liquefaction and liquefaction induced settlements under certain seismic events. Under current CBC codes, City policy, and industry standards residential structures subject to seismic hazards are designed to protect life and safety. Under this design objective the requirements of protecting life and safety could be met but the structure could be damaged. The damage to the structure could range from minimal to being non-functional. The reduction of risk, for the occurrence of structural damage from a seismic event, is generally associated with the structure's foundation system. Typically the use of a conventional foundation system or a mat foundation system has been utilized in the area. Based on site conditions, our recommendation is that the proposed residence be supported by a structural mat foundation system. A structural mat foundation is more rigid than conventional foundations, and should be more effective in mitigation of structural damage to a residence during a seismic event. The subgrade reaction of 100 pci may be used for the mat fotmdation design, as calculated on Plate G. If the risk associated with this foundation system is not acceptable to the client, the client has the option of utilizing alternate designs that could decrease the risk of damage to the structure to a level they perceive as acceptable. Some of these designs could consist of soil modifications, grout densification, stone columns, piles placed below liquefiable soils, and other methods. Additional geotechnical exploration and or analysis would be required to provide geotechnical design recommendation for these mitigation measures, and would be at the request of the client under separate contract. Development of the site as proposed is considered feasible from a soils engineering standpoint, provided that the recommendations stated herein are incorporated in the design and are implemented in the field. The proposed grading and or construction will not have an adverse effect on adjacent property or vice versa, provided site work is performed in accordance with the guidelines of project geotechnical reports, approved plans, applicable codes, industry standards, City inspections, and required geotechnical observation and testing. The following recommendations are subject to change based on review of final foundation and grading plans. PROPOSED GRADING Grading plans were not available at the tune this report was prepared. It is anticipated that grading will consist mainly of over -excavation and recompaction for uniform support of the foundations and slabs. COAST GEOTECHNICAL, INC. Mn Jim Collins 13 W. O. 537317-01 Geotechnical Engineering Investigation August 189017 SETTLEMENT The maximum total post -construction static settlement is anticipated to be on the order of 1/2 inch. Differential settlements arc expected to be less than 1/2 inch, measured between adjacent structural elements over a distance of 40 feet. Seismic induced settlements are addressed tinder previous sections. SUBSIDENCE & SHRINKAGE Subsidence over the site is anticipated to be negligible. Shrinkage of reworked materials should be in the range of 5 to 10 percent. EXPANSIVE SOILS Resellsof expansion tests indicate that the near surface soils have a verylow expansion potential. UTILITY LINE BACKFILLS All utility line backfills, both interior and exterior, shall be compacted to a minimum of 90% relative compactionand. shall require testing at a maximtmi of lure -foot vertical intervals. Utility lines shall be placed at appropriate depths. Shallow pipes can be damaged by the forces imposed by compacting backfill soils. If shallow pipes are not capable of withstanding the forces of backfill compaction, slurry backfill will be recommended. HARDSCAPE AND SLABS Hardscape and slab subgrade areas shall exhibit a mirilmmn of 90% relative compaction to a depth of at least one foot. Deeper removal and recompaction may be required if unacceptable conditions are encountered. These areas require testing just prior to placing concrete. Hardscape shall be at least four inches thick and reinforced with 0 bars on 18 inch centers both ways. CHEMICAL ANALYSIS An on-site soil sample showed a soluble sulfate content of 50 ppm, which is a negligible sulfate exposure. Concrete with Type 11 2,500 psi may be utilized; however, the saltwater environ may cause damage to exposed concrete and a designed concrete should be considered. DRAINAGE Positive drainage should be planned for the site. Drainage should be directed away from structures via non -erodible Conduits to suitable disposal areas. 'the structure should utilize roof gutters and downspouts tied directly to yard drainage. NO. DATE R E V I S 1 0 N S DRAWN: MJ CHCK'D: TR DATE: 9/21/17 COAST GEOTECHNICAL, INC. Mr. Jim Collins 9 W. O. 537317-01 Geotechnical Engineering Investma ,tion Aueus[ 18 2017 GENERAL GRADING NOTES All existing structures shall be demolished and all vegetation and debris shall be stripped and hauled. from the site. The entire grading operation shall be done in accordance with the attached "Specifications for Grading". Any import fill materials to the site shall not have an expansion index greater than 20, and shall be tested and approved by our laboratory. Samples must be submitted 48 homy prior to import. Grading and/or foundation recommendations are subject to modification upon review of final plans by the Geotechnical Engineer. Please subunit plans to COAST GEOTECHNICAL, Inc. when available. GRADING RECOATMENDATIONS Retrieval and recompaction of existing earth materials will be required to provide adequate support for foundations and site improvements. Earthwork for foundation support shall include the entire building pad and shall extend a minimum of three feet outside exterior footing lines. Based on in place densities and consolidation tests, soils found at a depth three feet below existing grade and deeper have adequate geotechnical properties to provide adequate support of proposed fills and the structure; as such, removals to a depth of three feet below existing grade or to one foot below proposed footing bottoms, whichever is greater, are anticipated; however, field observations made at the time of grading shall determine final removal limits. To provide adequate support along property lines excavations shall be sloped at a 1:1 (H:V) gradient from property line down to the excavation bottom. As fill soils are placed the grading contractor shall bench into the 1:1 construction cut to final grade. Temporary excavations along property lines are shown on Plate 4. During earthwork operations, a representative of COAST GEOTECHNICAL, INC. shall be present to verify compliance with these recommendations. Subsequent to approval of the excavation bottom, the area shall be scarified six inches, moisture conditioned as needed, and compacted to a minimum of 90% relative compaction. Fill soils shall be placed in six to eight inch loose lifts, moisture conditioned as needed, and compacted to a minimum of 90% relative compaction. This process shall be utilized to finish grade. Due to the caving nature of the on-site sands, it is highly recommended that the upper two feet of fill be mixed with Portland cement to mitigate the potential for caving of the foundation excavations. COAST GEOTECHNICAL, INC. Mr. Jim Collins 1.4 W. O. 537317-01 Geotechnical Engineering Investigation _.__----------- _ August 18 2017 Pipes used for storm/site water drainage should be stout enough to withstand the force of compaction of the soils above. This force can be considerable, causing some weaker pipes to collapse. Drainage pipes shall have a smooth interior. Pipes with a corrugated interior can cause the buildup of deleterious matter, which can impede or block the flow of site waters and, as such, are not reconunended. All storm/site water drainage pipes should be in conformance with the requirements of Table 1102.5 of the 2013 California Plumbing Code. Unlined flowerbeds, planters, and lawns should not be constructed against the perimeter of the structure. If such landscaping (against the perimeter of a structure) is planned, it should be properly drained and lined or provided with an underground moisture barrier. Irrigation should be kept to a minimmn. Section 1804.4 of the 2016 CBC recommends five percent slope away from structures for landscape areas within ten feet of the residence. Hardscape areas shall be sloped a minimum of two percent where within ten feet f the residence unless allowed n thenvise by the building official. Minimum drainage shall be one percent for hardscape areas and two percent for all other areas. We do not recommend the use of bottomless trench drains to conform with infiltration best management practice (BMP) such as infiltration trenches, infiltration. basins, dry wells, permeable pavements or similar systems designed primarily to percolate water into the subsurface soils within five feet of foundations. Due to the physical characteristics of the site earth materials, infiltration of waters into the subsurface earth materials has a risk of adversely affecting below grade structures, building foundations and slabs, and bardscape improvements. From a geotechnical viewpoint surface drainage should be directed to the street. The W QMP requirement shall be addressed by the Civil Engineer. ENGINEERING CONSULTATION, TESTING & OBSERVATION We wilt be pleased to provide additional input with respect to foundation design once methods of construction have been determined. Grading, foundation and shoring plans should be reviewed by this office prior to commencement of grading so that appropriate recommendations, if needed, can be made. Areas to receive fill should be observed when unsuitable materials have been removed and prior to placement of fill. Fi1l. should be observed and tested for compaction as it is placed. SUPPLEMENTAL CONSULTING During construction, a number of reviews by this office are recommended to verify site geotechnical conditions and conformance with the intentions of the recommendations for construction. Although not all possible geotechnical observation and testing services are required. COAST GEOTECHNICAL, INC. Mr. Jim Collins 10 W. 0. 537317-01 Geotechnical Engineering Investigation _ August 19. 2017 Grading for hardscape areas shall consist of removal and recompaction of loose surficial soils. Removal depths are estimated at one to two feet. Earthwork shall be performed in accordance with previously specified methods. TEMPORARY CUTS Temporary construction cuts are anticipated for grading and construction of the project. The following recommendations are for unsurcharged conditions, and are subject to modification based on field observations. All temporary cuts shall be made no steeper than a 1:1 (H:V) construction cut. All excavations shall be made in accordance with the regulations of the state of California, Division of Industrial Safety. These recommended temporary excavation slopes do not preclude local raveling and sloughing. All cuts should be observed by the project geologist or geotechnical engineer. Field observations will determine final construction cuts allowed. If adverse conditions are exposed, remedial measures will be recommended. FOUNDATIONS - RESIDENCE The proposed structures shall be supported by a mat foundation or a conventional foundation system. Conventional foundations shall utilize spread footings and/or isolated pad footings placed a minimum depth of 24 inches below lowest adjacent grade utilizing an allowable bearing value of 1,800 pounds per square foot. This value is for dead plus live load and may be increased 1/3 for total including seismic and wind loads where allowed by code. The structural engineer's reinforcing requirements should be followed if more stringent. Calculations for the bearing capacity, are provided on Plate G. Where isolated pads are utilized, they shall be tied in two directions into adjacent foundations with grade beams. Footing excavations shalt be observed by a representative of COAST GEOTECHNICAL, hVC., prior to placement of steel or concrete to verify competent soil conditions. If unacceptable soil conditions are exposed mitigation will be recommended. Geotechnical recommendations for 'foundation reinforcement are given under the liquefaction section of this repot. COAST GEOTECHNICAL, INC. Mr. Jun Collins 15 W. 0.537317-01 Geotechnical Engineering lnvestieation August Is -2017 The following site reviews are advised, some of which will probably be required by the City of Newport Beach: Grading and excavations review for main structures Foundation excavations Slab subgrade compaction testing prior to placement of the capillary break or waste slab • Slab steel placement, primary and appurtenant structures • Compaction of utility trench backfill • Hardscape subgrade compaction • Bulkhead upgrade AGENCY REVIEW All soil, geologic and structural aspects of the proposed development are subject to the review and approval of the governing agency(s). It should be recognized that the governing agency(s) can dictate the manner in which the project proceeds. They could approve or deny any aspect of the proposed improvements and/or could dictate which foundation and grading options are acceptable. Supplemental geotechnical consulting in response to agency requests for additional information could be required and will be charged on a time and materials basis. LIMITATIONS This report presents recommendations pertaining to the subject site based on the assumptionthat the subsurface conditions do not deviate appreciably from those disclosed by our exploratory excavations. Our recommendations are based on the technical information, our understanding of the proposed construction, and our experience in the geotechnical field. We do not guarantee the performance of the project, only that our engineering work and judgments meet the standard of care of our profession at this time. In view of the general conditions in the area, the possibility of different local soil conditions may exist. Any deviation or unexpected condition observed during construction should be brought to the attention of the Geotechnical Engineer. In thus way, any supplemental recommendations can be made with a ndnirmnn of delay necessary to the project. . If the proposed construction will differ from oar present understanding of the project, the existing information and possibly new factors may have to be evaluated. Any design changes and the finished pians should be reviewed by the Geotechnical Consultant. Of particular importance would be extending development to new areas, changes in structural loading conditions, postponed development for more than a year,. or changes in ownership. ARCHITECT: OWNER/DEVELOPER: PREPARED BY: BRANDON ARCHITECTS JIM COLLINS, INC. FORKERT ENGINEERING & SURVEYING, INC. 3001 RED HILL AVENUE 2025 W. BALBOA BLVD, SUITE C 22311 BROOKHURST ST, STE 203 BLDG 1, SUITE 102 NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 COSTA MESA, CA 92626 (714) 963-6793 (714) 754-4040 JN 9402 M. *� N0.58�* EXP. 12-31-31- 18 oT,q CNIk sP OF CACtFO THOMAS M. RUIZ DATE COAST GEOTECHNICAL, INC. Mr. ,Jim Collins 11 W. O. 537317-01 Geotechnical F.,neineeiine Investigation AVslls[ I R. 2017 If a mat slab design is utilized, the structural engineer should design the thickness and reinforcement requirements for the mat foundation for the building based on the anticipated loading conditions. The mat foundation slab should be at least twelve inches thick, with perimeter footings a rninimtin. of 24 inches below the lowest adjacent made. A modulus of subgrade reaction of 100 pci may be used in the design of the mat foundation. Reinforcement shall be determined by the structural engineer. Calculations for the subgrade reaction are provided on Plate H. Alternate foundations and or additional ground modification techniques, for support of the structure, can be addressed upon request of the project manager. All foundation plans are subject to review and approval of the soils engineer. All foundation bottoms shall be observed and approved by COAST GEOTECHNLCAL, Inc. prior to placement of the capillary break. LATERAL DESIGN Lateral restraint at the base of footings and on slabs may be assumed to be the product of the dead load and a coefficient of friction of 35. Passive pressure on the face of footings may also be used to resist lateral forces. A passive pressure of zero at the surface of finished grade, increasing at the rate of 300 pounds per square foot of depth to a maximum value of 3,000 pounds per square foot, may be used for compacted native soil at this site. Calculations are provided on Plate 1. If passive pressure and friction are combined when evaluating the lateral resistance, then the value of the passive pressure should be limited to 2/3 of the values given above. FLOOR SLABS Slab on grades shall be designed in accordance with 2016 CBC. Site soils are non plastic. Minimum geotechnical recommendations for slab design are five inches actual thickness with .44 bars at 12 inches on center each way. Slabs shalt be tied into perimeter foundations with #4 bars at 24 inch centers. Structural design may require additional reinforcement and slab thickness. Subgrade soils shall exhibit a minimum of 90% relative compaction to the depth determined by the geotechnical engineer. The soil should be kept moist prior to casting the slab. However, if the soils at grade become disturbed during construction, they should be brought to approximately optimum moisture content and rolled to a firm, unyielding condition prior to placing concrete. COAST GEOTECHNICAL, Inc. to verify adequacy of subgrade soils prior to placement of sand or visqueen. COAST GEOTECHNICAL, INC. Mr. Jim Collins 6 W. 0.537317-01 Geotechnical Engineering Investigation August 18, 2017 This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are called to the attention of the Architects and Engineers for the project, and incorporated into the plans and that the necessary steps are taken to see that the contractors and subcontractors carry out such recommendations in the field. This report is subject to review by the controlling authorities for this project. We appreciate this opportunity to be of service to you. Respectfully submitted: COAST GEOTECHNICAL, INC. r g l� Ming -Tarn Chen Daniel eHerc / RCE 54011 Staff Geologist SOILS ENGINEER/GEOLOGIST: COAST GEOTECHNICAL 1200 W. COMMONWEALTH AVE FULLERTON, CA 92833 PH: 714-870-1211 W. 0. 537317-01 DATED: AUGUST 18, 2017 BENCHMARK: O.C.S. BM #14-71 ELEVATION = 7.83, NAVD88 DATUM LEGAL DESCRIPTION: LOT 13, BLOCK E, TRACT NO. 518 COAST GEOTECHNICAL, INC. Mr. Jim Collins 12 W. O. 537317-01 Geotechnical Engineering InvecYgation August 18, 2017 Section 4.505.2.1 of the California Green Code requires the use of a capillary break between the Slab subgrade and vapor barrier. The capillary break material shall comply with the requirements of the local jurisdiction and shall be a minimum of four inches in thiclmess. Geotechnically coarse clean sand is acceptable; however, some localities require the use of four inches of gravel (1/2 -inch or larger clean aggregate). If gavels are used, a heavy filter fabric (Mirafi 140N) shall be placed over the gravels prior to placement of the recommended vapor barrier to minimize puncturing of the vapor barrier. Additionally, a vibratory plate should be used over the gravels prior to placement of the recommended filter fabric to smooth out any sharp protuberances and consolidate the gravels. Slab areas should be underlain by a vapor retarder consisting of an engineered plastic film (as described by ASTM:E-1745). In areas where a moisture sensitive floor covering will be used and/or where moisture infiltration is not desirable, a vapor barrier with a pemeance of less than 0.01penns (consistent with ACI 302.2R-06) sacb as 15 rail. Stego Wrap Vapor Barrier, or equivalent, should be considered, and a qualified water proofing specialist should be consulted. The vapor barrier should be underlain by the above described capillary break materials and filter cloth. The capillary break materials should be compacted to a uniform condition prior to placement of the recommended filter cloth and vapor barrier. The vapor barrier should be properly lapped and sealed. Since the vapor barrier will prevent moisture from draining from fresh concrete, a better concrete finish can usually be obtained if at least two inches of sand is spread over the vapor barrier prior to placernent of concrete. SEISMIC DESIGN Based on 2016 CBC the following seismic design parameters are provided. These seismic design values were determined utilizing latitude 33.595459 and longitude -117.883039 and calculations from the USGS ground motion parameter calculator. A printout of the USGS data is appended. A conservative site class D was assigned to site earth materials. • Site Class = D • Mapped 0.2 Second Spectral Response Acceleration, Ss = 1.716- • Mapped One Second Spectral Response Acceleration S, = 0.630g • Site Coefficient from Table 1613A.33(1), Fa='1.0 • Site Coefficient from Table 1613A33(2), Fv =1.5 • Maximum Design Spectral Response Acceleration for short period, SMs — 1.716g • Maximum Design Spectral Response Acceleration for ore -second period, SMI = 0.945g • 5% Design Spectral Response Acceleration for short period, Sus = 1.144g • 5% Design. Spectral Response Acceleration for one -second period, Su, = 0.630g SOILS REPORT RECOMMENDATIONS 2148 E. 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POWER POLE WM WATER METER F.F. FINISH FLOOR G.F. GARAGE FLOOR CONC. CONCRETE F. S. FINISH SURFACE M. H. MAN -HOLE P PLANTER A. C. ASPHALT T. G. TOP -GRATE RdM SURVEYING INC RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. #409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 858-3438 FAX RDMSURVEYING@COX.NET LCONC. I 10.3 CONC. a `SOS. V) 3 L c co ON c ON v pC ONC. 40 CONC. 1H m RESIDENCE # F� ui _2 CONC. �� CONC CONC m CONC. �50FST p P PROPERTY LINE ROCK ROCK ROCK P ROCK ROCK 00 �hF rn m `% � h�S O CD CD ' S �O+ u) P �qb ROCK i Ln l Lel `%�j' L I I 00 9L 2 STORY P ROCK �b�QlP RESIDENCE PROPERTY LINE cu C1 (N11009'39'E 8282') Y S, # ROCK ROCK ROCK o oG) # v Lti~ SUPPORT ' PROPERTY ROCK u LINE ARCH. cm) p # S4 X4� o� (10.62FS) 2 16.5 ► C(�'1 n P o byFL ROCK 3� S, I FS, �P�� rI�bF N BBQ S� J CONC. ,PIA � CONC. �tibb TREE R W_j TREE C ROW ROCK �97� = (13.10 CONC. PG C N 10 0 5 3 3 8 T❑P❑GRAPHIC SURVEY ■m DATE 8/7/17 ,�O PROPERTY LINE ,lbb bb/ b�S� ryh (36.44) b, T O P RAIL �ti2 `titi `titi `titi O RESIDENCE OWNER: JIM COLLINS m CO # `D O O Ql (U d- (10.886F) M r__ (:D m 10.0 — �O S� P # V��b4 ,10') CONC. 40 ROCK 1 8SEWER T 52, _ UTIL. BE Ln cu}. -5.1 i �S1 �0 I a # S� O� # m W� J 10.0 —tet 0 GUTTER CENTER LINE LEGAL DESCRIPTION LOT 13, BLOCK E, TRACT NO. 518 BENCH MARK O.C.S. BM #1-4-71 ELEVATION= 7.83, NAVD88 DATUM 1� SAND SGP\ vi RON It MIEDEMA A V) NO. 4653 EXP. 9/30/17 Q 9\/I CSO/ ADDRESS OF PROJECT; 2148 EAST OCEANFRONT NEWPORT BEACH, CA S4