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2011-10830 GLine: 5 oz3c7s7 i Sampo EnOneerin" Inc. Land Planning, Civil Engineering, Surveying, Mapping 1 September 10, 2012 page 1 of 1 City of Encinitas Engineering Services Permits 505 South Vulcan Ave. Encinitas, CA 92024 Re: Engineer's Final Grading Verification for Project No. 11 -027 CDP and Grading Permit Number 10830 -G. The grading under permit number 10830 -G has been performed in substantial conformance with the approved grading plans or as shown on the attached 'As Graded plan. Final grading inspection has demonstrated that lot drainage conforms to the approved grading plan and that swales drain at a minimum of 1 % to the street and /or an appropriate drainage system. All the Low Impact Development, Source Control and Treatment Control Best Management Practices as shown on the drawing and required by the Best Management Practice Manual Part II were constructed and are operational, together with the required maintenance covenant(s). _ ESSESS Engineer of Record V--- —! 2 Dated Vincent L. Sampo _9�� /Z Verification by the Engineering Inspector of this fact is done by the Inspector's signature hereon and will take place only after the above is signed and stamped and will not relieve the Engineer of Record of the ultimate responsibility: Engineering Inspector: Dated: 1034 Second Street • Encinitas, CA 92024 ♦ phone: 760 -436 -0660 • fax: 760 - 436 -0659 vince @ sampoengineering.com .SGC Southland Geotechnical Consultants January 13, 2012 To: S.C. Jones Construction, Inc. P.O. Box 337 Cardiff -by- the -Sea, California 92007 Attention: Mr. Steve Jones r� r :JAN 25 2012 ENGINEERING SERVICES CITY `.)F EN04AS Subject: Summary of Geotechnical Observations of Retaining Wall Construction, 2156 Cambridge Avenue, Cardiff -by -the Sea Area of Encinitas, California References: 1. Geotechnical Investigation, Proposed Single - Family Residence, 2156 Cambridge Avenue, Cardiff -by- the -Sea Area of Encinitas, California, dated January 28, 2011, by Southland Geotechnical Consultants. 2. Geotechnical Review of Project Plans, Proposed Single - Family Residence 2156 Cambridge Avenue, Cardiff -by- the -Sea Area of Encinitas, California, dated June 1, 2011, by Southland Geotechnical Consultants 3. Report of Field Density Tests, Building Pads for Proposed Single - Family Residence, 2156 Cambridge Avenue, Cardiff -by- the -Sea Area of Encinitas, California, dated September 16, 2011, by Southland Geotechnical Consultants Introduction Southland Geotechnical Consultants has been performing geotechnical observation and testing services during various site earthwork and construction activities for the proposed single - family residential development being constructed on the property at 2156 Cambridge Avenue in the Cardiff -by- the -Sea area of Encinitas, California. This report presents a summary of our geotechnical observations and field and laboratory test results for the retaining walls at the site. Retaining Wall Construction Retaining walls were constructed during development of the site for a single - family residence. The retaining walls originally planned for the project are depicted on the project's "Preliminary Grading Plan ", sheet A -2 -G, dated March 11, 2011, prepared by Sampo Engineering. Please note that the westerly portion of the retaining wall • 1465 E. LEXINGTON AVENUE, UNIT 7A EL CAJON, CALIFORNIA 92019 • (619)442 -8022 • sgc.geo @att.net Project No. 167D36 planned along the northwestern property line, was deleted. The retaining walls are constructed of cast -in -place concrete and /or "blocks" (concrete masonry units, CMU). Summary of Geotechnical Observations During retaining wall construction, Southland Geotechnical Consultants performed intermittent geotechnical observation and testing services. Our observations of the foundation excavations indicated that they extended to the minimum design depths. Subsequent to construction of the walls and the application of waterproofing, drainage provisions were installed behind the retaining walls in general accordance with the recommendations of the geotechnical investigation report (Reference 1). In general, the drainage provisions consisted of crushed rock wrapped in filter fabric with a basal perforated drain pipe and panels of Delta Drain composite drainboards. Field density tests were performed on the backfill soils for the retaining walls. Backfill soils consisted of stockpiled onsite soils and some imported soils that were generally similar to the onsite soils. Field density tests were performed in general accordance with ASTM D1556 (Sand -Cone Method). The results of the field density tests are presented in Table 1 (Summary of Field Density Tests). The approximate locations of the field density tests are shown on Figure 1 (Field Density Test Location Map). The laboratory maximum dry density and optimum moisture content values of a representative sample of the soils placed as fill at the site were determined in general accordance with ASTM test designation D1557. The results of the laboratory test are summarized in Table 2 (Laboratory Test Results). Conclusions Our geotechnical observations indicate that the retaining wall footing depths at the site were constructed in general accordance with the project plans and the geotechnical investigation report for the project (Reference 1). Our field and laboratory test results indicate that the backfill soils behind the retaining walls have been compacted to at least 90 percent relative compaction, as evaluated using test methods ASTM D1556 and ASTM D1557. Field density testing of any additional compacted fill and backfill, should be performed by the geotechnical consultant. FA SGC Project No. 167D36 If you have any questions regarding this report, please contact our office. We appreciate this opportunity to be of service. Sincerely, YG]lj1UGLw_ 1► 9 ►&Y"I111111�IMP Susan E. Tanges, CEG 1386 Engineering Geologist �, ON4L `O No. 1388 vm u CERTIgEO N _ * ENGINEERING ^ GEOLOGIST Joseph . Franzone, GE12189 eote n Ica I Engineer Attachments: Table 1 - Summary of Field Density Tests Table 2 - Laboratory Test Results Figure 1 - Field Density Test Location Map Distribution: (3) Addressee 3 F- st A JOSEPH G. FR.4NZON'E 2 No. 2189 rn Exp / d/� /3 t r,_ SGC Project No. 167D36 TABLE 1 SUMMARY OF FIELD DENSITY TESTS TEST NO. DATE APPROX. DEPTH OF FILL LOCATION (see Figure 11 SOIL TYPE FIELD DRY DENSITY IPcf) MAXIMUM DRY DENSITY IPcfl FIELD MOISTURE 1 %) OPTIMUM MOISTURE 1 %) RELATIVE COMPACTION 1 %I NOTES 5 11/3/11 +2' E side garage A 110.5 119.5 10.5 11.6 92 RW /CF 6 11/3/11 +4' S side garage A 114.5 119.5 9.0 11.6 96 RW /CF 7 1118/11 +3.5' E - front of house A 114.1 119.5 8.8 11.6 95 RW /CF 8 11/8/11 +4' E side garage A 115.1 119.5 11.5 11.6 96 RW /CF 9 11/8/11 +5' N staircase backfill A 107.5 119.5 8.8 11.6 90 RW /CF 10 1118111 +5' E front of house A 117.2 119.5 9.0 11.6 98 RW /CF 11 11/8111 +3' S staircase backfill A 116.9 119.5 10.4 11.6 98 RW /CF 12 11/9/11 +5' N staircase backfill A 119.6 119.5 8.2 11.6 100 RW /CF 13 11/9/11 +6' S staircase backfill A 116.5 119.5 9.7 11.6 97 RW /CF 14 12/8111 FG E end of SstairCaSE A 11.30 119.5 8.8 11.6 94 FG 15 12/8/11 FG E end of NstaircaSE A 115.4 119.5 8.4 11.6 97 FG 16 1218111 FG E - front of house A 119.5 119.5 5.1 11.6 100 FG 17 12/8/11 FG E - front of house A 118.0 119.5 7.8 11.6 99 FG 'NOTES: Field density test results 1 - 4 were reported in our previous Report of Field Density Tests dated September 16, 2011 (Reference 3) CF - Compacted Fill FG - Finished Grade RW - Retaining Wall TABLE 2 LABORATORY TEST RESULTS Sample Number Sample Description Maximum Dry Density Optimum Moisture Content A Brown, silty fine sand (SM) 119.5 pcf 11.6% SGC n °t a1c1�9 La \000, 0 to+X Peas aQ o1�1op ati -44 Pia \\tr 9 IBM= 0Z xwml = One 5 • yy yyy yyyy y�� ISP7 vy y y KW03D 7y" 9 l � D INL to 1 / CE �J �PV3 IEF DIGI 'A' C 1 ro t 7; r l f) FIELD DENSITY TEST LOCATION MAP \\ZG IN LEGEND 17 Project No. 167D36 Approximate location of 2156 Cambridge Avenue field density test Cardiff -by- the -Sea Area of Encinitas, California Z Approximate limits of Scale (approximate): 1 inch = 20 feet fill soils placed during grading Base Map: Site plan, prepared by Sampo Engineering, Inc., dated December 29, 2010 FIGURE 1 SGC � SIJ �y AOS4D YANKS \ yy y yMV yyY�' f. y y\ y OCRI yyy yy yy i 1 yyi y`yyy _.. :. YAI.aF C 1 ro t 7; r l f) FIELD DENSITY TEST LOCATION MAP \\ZG IN LEGEND 17 Project No. 167D36 Approximate location of 2156 Cambridge Avenue field density test Cardiff -by- the -Sea Area of Encinitas, California Z Approximate limits of Scale (approximate): 1 inch = 20 feet fill soils placed during grading Base Map: Site plan, prepared by Sampo Engineering, Inc., dated December 29, 2010 FIGURE 1 SGC June 20, 2011 Robert G. Taylor and Joan C. Taylor 1850 Smoke Tree Lane Palm Desert, CA 92264 Re: Permit issuance requirements for: Application 10830 -G Case #: 11 -027 CDP Site Address: 2156 Cambridge Avenue APN: 260- 404 -29 This letter summarizes the requirements for pulling your Engineering Permit for drawing 10830 -G. Your approved plan will remain valid for one year. If the permit is not issued within six months from the date of approval of the drawings, the plans will be subject to review by City staff for compliance with current codes and regulations before a permit can be issued, and changes to the approved plans as well as additional fees may be required. Please read through this letter carefully and contact the City with any questions you may have. It contains information about many requirements that may apply to your project and can make the process clearer and easier for you. In order to obtain the permits to construct the work shown on your approved plans, you will need to satisfy the requirements below. All of the items listed below must be submitted to the Engineering front counter in one complete package at the time the applicant comes in to pull the permit. Partial submittals of an kind will not be accepted. Your project planchecker will not accept any of the documents listed on behalf of the Engineering front counter staff; all items must be submitted to the front counter directly together and at one time. The correct number of each of the requested documents must be provided; copies of documents submitted to the City during plancheck do not reduce the necessary quantities listed below. (1) Provide 4 print sets of the approved drawing 10830 -G Provide 2 copies of soils report titled "Geotechnical Investigation Proposed Single - Family Residence, 2156 Cambridge Avenue, Cardiff -by- the -Sea Area of Encinitas, California" prepared by Southland Geotechnical Consultants dated January 28, 2011 (Project #167036). Submit 2 copies of the approved, signed (not draft) Resolution of Approval or Notice of Decision for Planning Case # 11 -027 CDP, to be routed by the City to inspector and file. (2) Post Security Deposits to guarantee all of the work shown on your approved drawings. The amounts of security deposits are determined directly from the Approved Engineer's Cost Estimate generated by your engineer according to a set of predetermined unit prices for each kind of work shown on your plans. You will be required to post security deposit(s) as follows: (a) Security Deposit for Grading Permit 10830 -G: in the amount $46.215.00 to guarantee both performance and labor/ materials for earthwork, drainage, private improvements, and erosion control. (b) NIA (c) N/A (d) NIA A minimum of 20% and up to 100% of the amount listed in item(s) 2(a) must be in the form of cash, certificate of deposit, letter of credit, or an assignment of account. Up to 80% of the amount listed in item 2(a) may be in the form of auto - renewing Performance and Labor and Materials Bonds issued by a State of California licensed surety company. Up to 100% of the amount(s) listed in item(s) 2(b), 2(c), and /or 2(d) may be in the form of auto - renewing Labor and Materials bonds issued by a State of California licensed surety company. Cash, certificates of deposit, letters of credit, and assignments of account are also acceptable financial instruments. If a certificate of deposit (CD) will be obtained to secure the entire amount(s) listed in item(s) 2(a) and /or 2(b), two separate CD's for 25% and 75% of the amount(s) listed in item(s) 2(a) and /or 2(b) should be obtained in order to facilitate any future partial release of those securities. CD's posted may be of any term but must be auto - renewing and must specify the City of Encinitas as a certificate holder and include a clause that until the City of Encinitas provides a written request for release of the CD, the balance shall be available to the City upon its sole request. The format of any financial instrument is subject to City approval, may be in the owner's name only, and must list the City of Encinitas as a Certificate Holder. For any questions regarding how to post securities, bonding, or the required format of securities, please contact Debra Geishart at 760 - 633 -2779. (3) Pay non - refundable fees as listed below: Fee NPDES Flood C Encroachment 290.00 The grading and improvement inspection fees are calculated based on 5% of first $100,000.00 of the approved Engineer's cost estimate dated June 20, 2011and 3% of the cost estimate over $100,000.00. The NPDES inspection fee is assessed as 1% of the first $100,000.00 of the approved Engineer's cost estimate and 0.6% of the cost estimate over $100,000.00. The flood control fee is assessed at a rate of $0.21 per square foot of net new impervious surface area for driveway and parking areas as created per the approved plan. (4) Provide the name, address, telephone number, state license number, and license type of the construction contractor. The construction of any improvements within the public right -of -way or public easements is restricted to qualified contractors possessing the required state license as listed in the table below. The contractor must also have on file with the City current evidence of one million dollar liability insurance listing the City of Encinitas as co- insured. Additional requirements are described in the handout "Requirements for Proof of Insurance" available at the Engineering front counter. Type Description Work to be Done A General Engineering any & all C -8 Concrete a ron /curb! utteriram !sidewalk C -10 Electrical lighting/signals C -12 Grading & Paving any surface, certain drain - basinsichannels C -27 Landscaping planting/irrigation/fencing & other amenities C -29 Masonry retaining walls C -32 Parking &Highway Improvement signage /stripingisafety C -34 Pipeline I sanitary sewer /storm drain (5) Permits are valid for no more than one year from the date of issuance and may expire earlier due to expirations of letter of credit and /or insurance policies. (6) This project does not propose land disturbance in excess of one acre and is exempt from the State Storm Water Pollution Prevention Plan (SWPPP) requirement. An erosion control plan shall be implemented per the approved grading plan. Preconstruction Meeting: A preconstruction meeting at the project site is mandatory for all projects. The preconstruction meeting may not be scheduled until the Engineering permit(s) have been issued, and the applicant/contractor must give the assigned Engineering inspector a minimum of 48 hours advance notice prior to the scheduled meeting time. Right -of -Way Construction Permit: A separate right -of -way construction permit will be required for any work in the public right -of -way or public easements. Typically, this work may include construction or reconstruction of a portion of the driveway within the public right -of -way, excavation, backfill, and resurfacing to install electric, gas, telephone, and cable television lines, or water and sewer connections. A permit fee of $300.00 per application and a site plan, preferably the work order issued by the public utility, will be required. Contractor license and insurance requirements apply. Permits must be issued at least 48 hours in advance of the start of work. Haul Routes, Traffic Control Plans, and Transportation Permits: These separate permits may be required for your project and are handled by the Traffic Engineering Division. A fee of $250.00 is required for traffic control plans. For more details, contact Raymond Guarnes, Engineering Technician, at (760) 633 -2704. Release of Project Securities: The partial or complete release of project securities is initiated project inspector. The processing and release of securities may take up to 4 weeks after the release process is initiated by the project Engineering inspector. Any cash releases will be mailed to the address on this letter unless the City is otherwise notified, and all letters mailed to a financial institution will be copied to the owner listed hereon. Satisfactory completion of Final Inspection certified by the project Engineering inspector is a prerequisite to full release of the Security Deposit assigned to any Grading Permit. A sum in the amount of 25% of the securities posted for improvement permits will be held for a one -year warranty period, and a release is automatically initiated at the end of that warranty period. Construction Changes: Construction changes prepared by the Engineer of Work will be required for all changes to the approved plans. Requests for construction change approval should be submitted to the Engineering Services Department front counter as redlined mark -ups on 2 blueline prints of the approved Drawing. Changes are subject to approval prior to field implementation. Substantial increases in valuation due to the proposed changes may be cause for assessment and collection of additional inspection fees and security deposits. Construction change fees of $200.00 and $350.00 will be assessed for minor and major construction changes, respectively. Construction changes necessitating a new plan sheet will be assessed the per -sheet plancheck and NPDES plancheck fees in lieu of the construction change fee. Construction changes not previously approved and submitted as as -built drawings at the end of the construction process will be rejected and the securities release will be delayed. Change of Ownership: If a change of ownership occurs following approval of the drawing(s), the new owner will be required to submit to the City a construction change revising the title sheet of the plan to reflect the new ownership. The construction change shall be submitted to the Engineering front counter as redline mark -ups on two blueline prints of the approved drawing together with two copies of the grant deed or title report reflecting the new ownership. Construction change fees apply. The current owner will be required to post new securities to replace those held by the City under the name of the former owner, and the securities posted by the former owner will be released when the replacement securities have been received and approved by the City. Change of Engineer of Work: If a change in engineer of work occurs following the approval of the drawing(s), a construction change shall be submitted for review and approval by the Engineering Department. Two copies of the forms for the assumption of responsibility by the new engineer and the release of responsibility by the former engineer shall be completed and submitted to the City. Construction change fees apply. As- builts: Project as -built drawings prepared by the Engineer of Work will be required prior to Final Grading acceptance by Engineering Services. Changes to the approved plans require a construction change to be submitted to the City prior to field implementation. Construction changes may not be submitted as as- builts at the end of the construction process. This letter does not change owner or successor -in- interest obligations. If there should be a substantial delay in the start of your project or a change of ownership, please contact the City to request an update. Should you have questions regarding the posting of securities, please contact Debra Geishart, who processes all Engineering securities, at (760) 633 -2779. Should you have any other questions, please contact me at (760) 633 -2780 or visit the Engineering Counter at the Civic Center to speak with an Engineering Technician. Sincerely. g6� /� Ruben Macabitas Assistant Civil Engineer cc Sampo Engineering, Inc., Jesse Ownens Debbie Geishart, Engineering Technician Greg Shields, Senior Civil Engineer Masih Maher, Senior Civil Engineer permit /file Enc Application Requirements for Proof of Insurance Security Obligation Information .SGI Southland Geotechnica/ Consultants GEOTECHNICAL INVESTIGATION PROPOSED SINGLE - FAMILY RESIDENCE 2156 CAMBRIDGE AVENUE CARDIFF -BY- THE -SEA AREA OF ENCINITAS, CALIFORNIA Project No. 1671D36 January 28, 2011 Prepared for: i 0 MR. STEVE JONES L� S.C. Jones Construction, Inc. Enci ri P.O. Box 337 Cardiff -by- the -Sea, California 92007 . 1244 GREENFIELD DRIVE, SUITE C EL CAJON, CALIFORNIA 92021 (619)442 -8022 • FAX (619)442 -7859 SGC Southland Geotechnical Consultants January 28, 201 1 Project No. 1 67D36 To: S.C. Jones Construction, Inc. P.O. Box 337 Cardiff -by- the -Sea, California 92007 Attention: Mr. Steve Jones Subject: Geotechnical Investigation, Proposed Single - Family Residence, 2156 Cambridge Avenue, Cardiff -by- the -Sea Area of Encinitas, California Dear Mr. Jones, Southland Geotechnical Consultants has performed a geotechnical investigation for the design and construction of the proposed single - family residential development project at the subject property at 2156 Cambridge Avenue in the Cardiff -by- the -Sea area of Encinitas, California. This report presents a summary of our studies and provides our recommendations, from a geotechnical standpoint, relative to the proposed project. If you have any questions regarding this report, please contact our office. We appreciate this opportunity to be of service. Sincerely, SOUTHLAND GEOTECHNICAL CONSULTANTS Susan E. Tanges, CEG 1386 S�pNAL r, Jq�eph G. Franzone, GE 2189 Engineering Geologist �`SPN E. Tq^ °�o Geotechnical Engineer Distribution: (3) Addressee : No. 1386 6N CERTIFIED ENGINEERING GEOLOGIST *, . 1244 GREENFIELD DRIVE, SUITE C EL CAJON, CALIFORNIA 92021 . (619)442 -8022 • FAX (619)442-7859 ,,,. GE 2189 E.P. 12 -31 -11 Project No. 167D36 TABLE OF CONTENTS Section Paoe 1.0. Introduction ......... ............................... 1 2.0 Scope of Services ..... ............................... 1 3.0 Project Description .... ............................... 2 4.0 Subsurface Investigation ............................... 2 5.0 Laboratory Testing .... ............................... 2 6.0 Summary of Geotechnical Conditions ...................... 3 6.1 Geologic Setting . ............................... 3 6.2 Soil /Geologic Units ............................... 3 6.2.1 Fill /Disturbed Natural Soils ..................... 3 6.2.2 Terrace Deposits ........................... 4 6.3 Groundwater .... ............................... 4 6.4 Faulting and Seismicity ............................ 4 6.4.1 Faulting ... ............................... 4 6.4.2 Seismicity /Design Parameters .................. 5 6.4.3 Liquefaction and Dynamic Settlement ............. 7 6.4.4 Lurching and Shallow Ground Rupture ............ 7 6.4.5 Tsunami and Seiches ........................ 7 7.0 Conclusions ......... ............................... 8 8.0 Recommendations ..... ............................... 8 8.1 Earthwork ...... ............................... 8 8.1 .1 Site Preparation ............................ 8 8.1.2 Excavations and Oversize Materials .............. 8 8.1.3 Removal /Recompaction ....................... 9 8.1 .4 Structural Fill Placement ...................... 9 8.1 .5 Temporary Excavation Stability .................. 10 8.2 Foundation /Slab Design ........................... 10 8.2.1 Foundations ............................... 10 8.2.2 Slabs .... ............................... 11 8.3 Lateral Resistance and Retaining Wall Design Pressures ..... 12 SGC Project No. 167D36 TABLE OF CONTENTS (continued) Section PPa e 8.4 Soluble Sulfate and Chloride Content .................. 13 8.5 Site Drainage .... ............................... 13 8.6 Environmental Issues ............................. 13 8.7 Plan Review /Geotechnical Observation and Testing ........ 14 FIGURES Figure 1 - Site Location Map Figure 2 - Exploratory Boring Location Map Figure 3 - Laboratory Test Results APPENDICES Appendix A - References Appendix B - Geotechnical Boring Logs Appendix C - Seismic Hazard Analysis Appendix D - Recommended Earthwork Specifications SGC Project No. 167D36 1.0 Introduction Southland Geotechnical Consultants has performed a geotechnical investigation forth e proposed single - family residence to be constructed on the subject property located at 2156 Cambridge Avenue in the Cardiff -by- the -Sea area of the City of Encinitas. This report summarizes the results of our geotechnical investigation and provides our conclusions and recommendations, from a geotechnical standpoint, relative to the proposed project. 2.0 Scope of Services The purpose of our geotechnical investigation was to evaluate the geotechnical conditions at the property and provide recommendations, from a geotechnical standpoint, regarding the design and construction of the proposed project. Following is a general summary of our scope of services for this project: Review of geotechnical maps and literature pertaining to the site and general vicinity. A list of the documents reviewed is presented in Appendix A. Review of preliminary project plans indicating proposed site improvements. Field reconnaissance to observe the existing surficial soil conditions at the subject property and nearby vicinity and to mark out boring locations. Investigation of the subsurface geotechnical conditions by manually drilling, logging, and sampling two exploratory borings at the site. Laboratory testing of the soil samples obtained during our subsurface investigation. Geotechnical analysis of the accumulated data, including a seismic hazard analysis. Preparation of this report summarizing the results of our geotechnical investigation and presenting our conclusions and recommendations, from a geotechnical standpoint, for the design and construction of the proposed project. SGC Project No. 167D36 3.0 Project Description The subject property is located at 2156 Cambridge Avenue, on the southwest side of Cambridge Avenue, between Liverpool Drive and Chesterfield Drive in the Cardiff -by- the -Sea area of the City of Encinitas (see Figure 1). The site is bounded to the northwest and southeast by developed residential properties and to the southwest by an alley. Overall, the roughly rectangular site slopes to the southwest. Based on our review of a Site Plan for the project, site elevations range from approximately 163 feet along the southwestern property line to approximately 179 feet along the northeastern property line of the site. A single - family residence currently exists in the central portion of the site. We understand that the existing residence will be razed. A two -story residence and associated improvements are proposed to be constructed at the site. Based on our review of project plans, site grading will generally consist of the preparation of the proposed building area and includes the construction of retaining walls. Building loads are assumed to be typical of residential construction. 4.0 Subsurface Investigation On September 27, 2010, three exploratory borings were manually excavated at the site to a maximum depth of approximately 5 feet below the existing ground surface. The borings were logged by a geologist from our firm and samples of the soils encountered during the subsurface investigation were obtained for laboratory testing. The soils were visually and texturally classified in the field in general accordance with the Unified Soils Classification System (USCS)• Subsequent to logging and sampling, the borings were backfilled. The approximate locations of the exploratory borings are shown on the Exploratory Boring Location Map (Figure 2). Logs of the exploratory borings are presented in Appendix B. 5.0 Laboratory Testing Laboratory tests were performed on representative samples of the soils encountered in the borings to evaluate their pertinent soils engineering characteristics. Laboratory tests included soluble sulfate and chloride content tests. The results of the laboratory tests and summaries of the laboratory test procedures are provided on Figure 3. 2 SGC Project No. 167D36 6.0 Summary of Geotechnical Conditions 6.1 Geologic Setting The City of Encinitas is located in the coastal section of the Peninsular Ranges geomorphic province. The northwesterly- trending mountain ranges of this province are generally underlain by basement rocks consisting of Jurassic metamorphic rocks intruded by Cretaceous igneous rocks of the southern California batholith. During the past 54 million years, the western coastal flank of this mountainous area has experienced several episodes of marine inundation and subsequent regression. This resulted in deposition of a sequence of marine and nonmarine sediments (claystones, siltstones, sandstones and conglomerates) on the basement rocks in this area. During the past 2 million years, terrace deposits associated with various, relatively static sea level stands were deposited and mantle the coastal terrain. 6.2 Soil /Geologic Units Based on our review of geologic maps (Appendix A) and as encountered in our geotechnical investigation, the project site appears to be underlain by fill/ disturbed natural soils and the geologic formation termed Terrace Deposits herein. Brief descriptions of these units follow: 6.2.1 Fill /Disturbed Natural Soils Fill /disturbed natural soils were encountered in all of our exploratory borings. These soils generally consisted of brown to light brown, silty fine sand to fine sandy silt. These soils were encountered to a maximum depth of approximately 2 feet below the existing ground surface in exploratory borings B -1 and B -2. Exploratory boring B -3 did not penetrate the full depth of fill soils because this boring was terminated at 3.5 feet due to refusal on a rock in the fill soils. In general, the fill soils are anticipated be approximately 2 to 3.5 feet deep, although localized deeper accumulations of these soils may exist at the site. The fill /disturbed natural soils are considered potentially compressible and, in their present state, should not be relied upon for the support of structural loads. The fill /disturbed natural soils are similar to soils in the general site vicinity found to have a very low expansion potential when tested in general accordance with ASTM test method D4829. Recommendations for the treatment of these potentially compressible soils are presented in section 8.1 .3 of this report. 9 SGC Project No. 167D36 6.2.2 Terrace Deposits The Quaternary -aged terrace deposits were encountered underlying the fill /disturbed natural soils in our exploratory borings B -1 and B -2. As encountered, the terrace deposits generally consisted of orange- brown, silty fine sand. The terrace deposits may be locally well cemented and hard. The dense terrace deposits typically exhibit favorable bearing characteristics. The terrace deposits are similar to soils in the general site vicinity found to have a very low expansion potential when tested in general accordance with ASTM test method D4829. 6.3 Groundwater and Surface Water Indications of a static, near - surface groundwater table were not observed during our geotechnical investigation. Groundwater is not anticipated to be a constraint to the proposed development. However, our experience indicates that near - surface groundwater conditions can develop in areas where no such groundwater conditions previously existed, especially in areas where a substantial increase in surface water infiltration results from landscape irrigation or unusually heavy precipitation. It is anticipated that site development will include appropriate drainage provisions for control and discharge of surface water runoff. 6.4 Faulting and Seismicity 6.4.1 Faulting Our review of geologic maps and literature pertaining to the general site area indicates that there are no known major or "active" faults on or in the immediate vicinity of the site. An "active" fault is defined by the California Division of Mines and Geology as one which has "had surface displacement within Holocene time (about the last 11,000 years) ". The project area is not located within a State - delineated "Alquist- Priolo Earthquake Fault Zone ". Nearby known active regional faults include the Rose Canyon fault located offshore approximately 3 miles west of the site, the Newport - Inglewood fault located approximately 13 miles northwest of the site, the Coronado Bank fault located offshore approximately 17 miles west of the site and the Elsinore fault located approximately 29 miles northeast of the site. The San Andreas fault is located approximately 73 miles northeasterly of the site. H SGC Project No. 167D36 6.4.2 Seismicity /Design Parameters Southern California, including the City of Encinitas and project site, is located within a seismically active region. The principal seismic considerations for most structures in southern California are damage caused by surface rupturing of fault traces, ground shaking, seismically - induced ground settlement or liquefaction. The seismic hazard most likely to impact the site is ground shaking resulting from an earthquake on one of the major active regional faults. The possibility of damage due to ground rupture is considered low since no active faults are known to cross the site. Based on a deterministic approach, Table 1 indicates potential seismic events that could be produced by "Maximum Credible Earthquake" events. A maximum credible earthquake is defined as the maximum event that a fault is capable of producing considering its known tectonic setting. As indicated in Table 1, the Rose Canyon fault zone is considered to have the most significant effect on the site from a design standpoint. The maximum considered earthquake even on this fault is expected to produce a horizontal ground surface acceleration at the site of 0.57g. From a probabilistic (risk- based) approach, the CBC design earthquake for the site is the Maximum Considered Earthquake event, having a 2 percent probability of being exceeded in 50 years. This equates to an approximate return period of 2,475 years. The CBC design earthquake event is expected to produce a peak horizontal ground surface acceleration at the site of 0.58g. Site - specific seismic parameters included in Table 1 are the distances to the causative faults, earthquake magnitudes, and expected peak ground accelerations based on typical attenuation relationships for sites with similar soils conditions as the subject property. SGC Project No. 167D36 Table 1 Seismic Parameters for Active Faults (Blake, 2004a) Factor /Class Maximum Credible Table 1613.5.2 Site classification Earth uake 2007 CBC Maximum Considered Ss, Short period spectral acceleration* Approximate Section 1613.5.1 S„ One second period spectral acceleration" 0.531g Distance from Moment Peak Ground Earthquake Fault Fault to Site Magnitude Acceleration Site Acceleration Section 1613.5.3 SMr 0.796g (gravity) SDS Rose 2 7 7.2 0.57 Can Vo n Newport- 12.7 7.1 0.23 Inglewood 0.58g Coronado 17.2 7.6 0.24 Bank Elsinore 1 28.8 1 7.1 1 0.12 The effects of seismic shaking can be reduced by adhering to the most recent edition of the CBC and current design parameters of the Structural Engineers Association of California. Our seismic hazard analysis is included as Appendix C. Based on our current, limited understanding of the onsite geotechnical conditions, the seismic design parameters from the CBC Section 1613 are included in the following table: Table 2 2007 CBC Seismic Design Parameters CBC Section Factor /Class Value Table 1613.5.2 Site classification D Section 1613.5.1 Ss, Short period spectral acceleration* 1.401g Section 1613.5.1 S„ One second period spectral acceleration" 0.531g Table 1613.5.30) F, 1.0 Table 1613.5.3(2) F„ 1.5 Section 1613.5.3 SMS 1.401g Section 1613.5.3 SMr 0.796g Section 1613.5.4 SDS 0.934g Section 1613.5.4 So, 0.531g 'from USGS, 2009, Earthquake Ground Motion Parameters, ver.5.0.9a, Oct 21, 2009 SGC Project No. 167D36 Secondary effects associated with severe ground shaking following a relatively large earthquake on a regional fault that may affect the site include soil liquefaction and dynamic settlement, lurching and shallow ground rupture, lateral spreading, tsunami, and seiches. These secondary effects of seismic shaking are discussed in following sections. 6.4.3 Liquefaction and Dynamic Settlement Liquefaction and dynamic settlement of soils can be caused by strong vibratory motion due to earthquakes. Both research and historical data indicate that loose, saturated, granular soils are susceptible to liquefaction and dynamic settlement, while the stability of silty clays and clays is not adversely affected by vibratory motion. Liquefaction is typified by a total loss of shear strength in the affected soil layer, thereby causing the soil to flow as a liquid. Liquefaction may manifest itself as excessive settlement and sand boils at the ground surface. It is our opinion that the potential for significant liquefaction and /or seismically- induced dynamic settlement at the site due to the design earthquake event is low because of the depth to groundwater, and the grain -size characteristics, age, and dense nature of the terrace deposits. 6.4.4 Lurching and Shallow Ground Rupture Soil lurching refers to the rolling motion on the ground surface by the passage of seismic surface waves. Effects of this nature are likely to be significant where the thickness of soft sediments varies appreciably under structures. Damage to the proposed development should not be significant since a relatively large differential fill thickness does not exist below the proposed structure. Breaking of the ground because of active faulting is not likely to occur on site due to the absence of known active faults on the site. Cracking due to shaking from distant seismic events is not considered a significant hazard, although it is a possibility at any site in southern California. 6.4.5 Tsunami and Seiches A tsunami is a sea wave generated by submarine earthquakes, landslides or volcanic activity which displace a relatively large volume of water in a very short period of time. Seiches are defined as oscillations in a semi - confined body of water due to earthquake shaking or fault rupture. Because of the elevation of the site above mean sea level (approximately VA SGC Project No. 167D36 163 to 179 feet), the potential for a tsunami (or seiche) to negatively impact the site is very low. 7.0 Conclusions Based on the results of our geotechnical investigation, it is our opinion that the construction of the proposed single - family residential development is feasible from a geotechnical standpoint. The primary geotechnical factor impacting the project is the presence of potentially compressible soils. The following sections discuss the geotechnical factors affecting the site and provide recommendations which should be considered for design and construction of the proposed project. 8.0 Recommendations The following sections discuss the geotechnical factors affecting the site and provide recommendations which should be considered for design and construction of the proposed project. 8.1 Earthwork From our understanding of the project, some site grading may be performed to prepare the building area and attain design finished grades. Site earthwork should be performed in accordance with the following recommendations, the City of Encinitas grading guidelines, and the Recommended Earthwork Specifications provided in Appendix D. In the event of conflict, the recommendations presented herein supersede those of Appendix D. 8.1 .1 Site Preparation Prior to grading and construction activities, the site should be cleared of the existing building, vegetation, debris and loose soils. Vegetation and debris should be properly disposed off site. Holes resulting from removal of buried obstructions which extend below finished site grades should be filled with properly compacted soils. 8.1 .2 Excavations and Oversize Material Excavations of the onsite materials may generally be accomplished with conventional heavy -duty earthwork equipment. All excavations should be in accordance with OSHA requirements. 0 SGC Project No. 167036 It is possible that scattered amounts of oversize material, including concrete, asphalt or cemented concretionary chunks may be encountered during excavation. These materials should be hauled off site and disposed in accordance with applicable codes and regulations. 8.1 .3 Removal /Recompaction The existing near - surface fill /disturbed natural soils are generally loose and are considered compressible and unsuitable for the support of fill and /or structural loads in their present condition. We recommend that these soils be removed and recompacted. The removal should extend to a minimum depth of 3 feet below proposed finished grade in the area planned for the structure, or a minimum of 1 foot below the base of the proposed footings, whichever is deeper. Removals below flatwork may be limited to 2 feet below subgrade. The limits of removal should be evaluated during grading but, in general, should extend for a minimum distance of 5 feet beyond the perimeter of the proposed structure (and improvements). As encountered in our exploratory borings, the potentially compressible soils apparently underlie the majority of the project site. Localized areas of deeper removal of these compressible soils may be recommended during grading. The thickness and extent of these soils may vary and should be evaluated by the geotechnical consultant during grading. Modifications to the removal limits can be evaluated on a case -by -case basis. Excavation slopes for removals should be no steeper than 1 to 1 (horizontal to vertical), should be away from existing improvements (including offsite structures), and performed in accordance with OSHA guidelines. The existing onsite soils are considered suitable for re -use as compacted, structural fill provided they are free of organic material, deleterious debris and oversized materials (rocks with a maximum dimension of greater than 6 inches). Imported fill soils should be granular, have an expansion index of less than 20 (per ASTM D4829), and have no particles over 6 inches in maximum dimension. Placement and compaction of fill should be performed in general accordance with the current local grading ordinances, sound construction practices, and the Recommended Earthwork Specifications presented in Appendix D. 8.1 .4 Structural Fill Placement The existing onsite soils appear to be suitable material for structural fill provided they are relatively free of organic material, debris, and rock fragments larger than 6 inches in maximum dimension. Areas to receive fill should be scarified to a minimum depth of 6 inches, brought to We SGC Project No. 167D36 near - optimum moisture conditions, and compacted to at least 90 percent relative compaction, based on laboratory standard ASTM D1557. Fill soils should be brought to near - optimum moisture conditions and compacted in uniform lifts to at least 90 percent relative compaction (ASTM D1557). The optimum lift thickness to produce a uniformly compacted fill will depend on the size and type of construction equipment used. In general, fill should be placed in uniform lifts not exceeding 8 inches in loose thickness. Placement and compaction of fill should be observed and tested by the geotechnical consultant. In general, placement and compaction of fill should be performed in accordance with local grading ordinances, sound construction practices, and the Recommended Earthwork Specifications presented in Appendix D. 8.1 .5 Temporary Excavation Stability Retaining walls are planned for the proposed construction at the subject property. All excavations for proposed improvements should be in accordance with guidelines set forth by CAL -OSHA. Care should be taken during excavation adjacent to the existing structures and improvements so that undermining does not occur. Excavations in loose soils may be prone to caving or failure. It is anticipated that vertical or near - vertical excavations in the onsite soils up to a maximum height of 5 feet will be generally stable, but localized areas may need to be shored for the safety of workers and to reduce the potential for damage to adjacent structures and improvements due to failure of an excavation. Shoring should be designed by a qualified structural engineer retained by the contractor and the design should consider the contractor's methods and sequence of excavation. It is the responsibility of the contractor to retain a qualified consultant to inspect and monitor excavations for unstable soil conditions in cut faces. Shoring of all excavations is the responsibility of the contractor. Excavated and /or backfill soils should not be stockpiled at the top of temporary excavations (or trenches) or in close proximity (within the area defined by a 45- degree angle from the bottom of the temporary excavation or trench). Vehicles or equipment should also not be allowed to remain in close proximity to the top of temporary excavations (or trenches). 8.2 Foundation /Slab Design 8.2.1 Foundations Project plans have not been finalized, however, we understand that the proposed development will include construction of a two - story, single- 10 SGC Project No. 1671D36 family residential structure and associated improvements. It is anticipated that the proposed structure will be supported by continuous perimeter and /or isolated spread footings with concrete slab -on -grade floors. Foundations should be designed in accordance with structural considerations and the following recommendations. These recommendations assume that the near - surface soils during foundation excavation have a very low expansion potential. These recommendations also assume that the onsite potentially compressible fill /natural topsoil soils will be removed and recompacted in accordance with the preceding recommendations (Section 8.1.3). The proposed two -story structure may be supported by continuous and /or spread footings bearing entirely in properly compacted fill soils at a minimum depth of 18 inches beneath the lowest adjacent grade. Continuous footings should have a minimum width of 15 inches and be reinforced, at a minimum, with four No. 5 rebars (two near the top and two near the footing bottom). Spread footings should be designed in accordance with structural considerations and have a minimum width of 24 inches. For footings designed in accordance with the above recommendations, an allowable soil- bearing capacity of 2,000 pounds per square foot may be assumed. This value may be increased by one -third for loads of short duration such as wind and seismic loads. 8.2.2 Slabs Concrete slab -on -grade floors (and flatwork) should be designed in accordance with structural considerations and the following recommendations. Concrete slabs on grade underlain entirely by properly compacted fill soils with a very low expansion potential should have a minimum thickness of 4 inches and be reinforced at midheight with No. 3 rebars at 18 inches on center, each way (or No. 4 rebars at 24 inches on center, each way). Care should be taken by the contractor to insure that the reinforcement is placed at slab midheight. Slabs should be designed with crack control joints at appropriate spacings for the anticipated loading. Slabs should be underlain by a 2 -inch layer of clean sand (sand equivalent greater than 30) which is underlain by a 10 -mil moisture barrier which is underlain by a 2 -inch layer of clean sand. The potential for slab cracking may be lessened by careful control of water /cement ratios. The use of low slump concrete is recommended. Appropriate curing precautions should be taken during 11 SV Project No. 167D36 placement of concrete during hot weather. We recommend that the upper approximately one foot of soil beneath concrete slabs -on -grade be moistened prior to placing the sand blanket, moisture barrier and concrete. Moisture barriers retard, but may not eliminate moisture vapor movement from the underlying soils up through the slabs. The floor covering installer should test (and consider) the moisture vapor flux rate prior to flooring application. A slipsheet or equivalent should be used if crack - sensitive flooring (such as ceramic tile) is planned directly on the concrete slabs. Please note that our recommendations for foundations and slabs are minimum design parameters. The project structural engineer is responsible for final design of the foundations and concrete slabs on grade. In addition, our recommendations are not intended to eliminate the possibility of cracks due to concrete shrinkage. Shrinkage cracks develop in nearly all slabs which are not specifically designed to prevent them. We recommend that a structural consultant or qualified concrete contractor be consulted to provide appropriate design and workmanship requirements for mitigation of shrinkage cracks. 8.3 Lateral Resistance and Retaining Wall Design Pressures Footings and slabs founded in properly compacted fill soils may be designed for a passive lateral pressure of 350 pounds per square foot per foot of depth. A coefficient of friction against sliding between concrete and soil of 0.35 may be assumed. These values may be increased by one -third when considering loads of short duration. such as wind and seismic forces. The lateral resistance may be taken as the sum of the passive and frictional resistance, provided the passive resistance does not exceed two- thirds of the total resistance. For design purposes, the recommended equivalent fluid pressures for each case for walls founded above the static groundwater surface and backfilled with onsite soils (of very low expansion) or import soils of very low expansion potential (expansion index less than 20 per UBC 18 -2) are shown in the following Table 3. Table 3 Lateral Earth Pressures (Equivalent Fluid Weight (pcf)) Condition Onsite or Import Soils Active 35 At -Rest 55 Passive 350 (Maximum of 3,000 psf) 12 SGC Project No. 167D36 The above values assume free - draining conditions and level wall backfill. If conditions other than these discussed herein are anticipated, the equivalent fluid pressure values should be provided on an individual -case basis by the geotechnical engineer. A surcharge load for a restrained or unrestrained wall resulting from vehicular traffic should be added to the equivalent fluid pressures provided. All retaining wall structures should be provided with appropriate drainage and waterproofing (see Appendix D). Wall backfill should be compacted by mechanical methods to at least 90 percent relative compaction (based on ASTM Test Method D1557)• Retaining walls may be supported by continuous footings bearing entirely in properly compacted fill soils at a minimum depth of 18 inches beneath the lowest adjacent grade. Continuous footings should have a minimum width of 15 inches Footings should be reinforced in accordance with structural considerations. Soil resistance developed against lateral structural movement can be obtained from the passive pressure value provided. 8.4 Soluble Sulfate and Chloride Content A sample of the onsite soils was tested to evaluate the degree of sulfate attack on ordinary (Type II) concrete (see Figure 3). The test was performed in general accordance with California Test Method No. 417 and yielded a soluble sulfate content of 0.003 percent. The test results indicate a "negligible" degree of sulfate attack based on CBC Section 1904.3 criteria. A sample of the onsite soils was tested to evaluate the degree of chloride attack on ordinary (Type II) concrete (see Figure 3). The test was performed in general accordance with California Test Method No. 422 and yielded a soluble chloride content of 0.001 percent. The type of concrete specified and used should be determined by the structural engineer. 8.5 Site Drainage Drainage should be directed away from foundations and collected and tightlined to appropriate discharge points. Roof drainage should be collected by eave gutters and directed away from foundations via non - erosive devices. Water, either natural or from irrigation, should not be permitted to pond, saturate the surface soils or flow over the tops of slopes. Landscaping requiring a heavy irrigation schedule should not be planted adjacent to foundations or paved areas. 8.6 Environmental Issues Evaluation of potential environmental and /or health issues such as, but not limited to, the presence or absence of hazardous waste or toxic materials and /or 13 SGC Project No. 1671D36 other substances or conditions which may or may not fall into these general categories was not included within the scope of this investigation. In addition, Southland Geotechnical Consultants does not practice or offer services relating to hazardous waste or toxic materials. Should you desire an evaluation relating to these or similar issues, we suggest that you contact appropriately licensed and experienced professionals for advice and /or recommendations. 8.7 Plan Review /Geotechnical Observation and Testing There is no evaluation detailed enough to reveal every subsurface condition at a project site. In addition, the presence of existing structures and underground utilities limits our subsurface exploration activities at the site, and modifications to these recommendations may occur if onsite geotechnical conditions are different than those assumed herein. The recommendations provided in this report are based on our understanding of the project and interpolated subsurface conditions disclosed in our widely- spaced exploratory borings. Final project drawings for the proposed project should be reviewed by Southland Geotechnical Consultants prior to construction to check that the recommendations contained in this report are incorporated into the project plans. Subsurface conditions should be checked in the field during construction. Geotechnical observation during site grading /preparation and field density testing of compacted fill should be performed by Southland Geotechnical Consultants. Geotechnical observation of footing excavations should also be performed by the geotechnical consultant to check that construction is in accordance with the recommendations of this report. 14 SG { w r 1IN SITE LOCATION MAP Project No. 167D36 2156 Cambridge Avenue Cardiff -by- the -Sea Area of Encinitas, California Scala (approximate): 1 inch = 2,000 feet Base Map: Landslide hazards in the Encinitas quadrangle, San Diego County, California, CDMG OFR 86 -8, by Tan, 1986 r, Qad lr ( - t y i Y � FIGURE 1 SGC > %i`certi�r . 11o18/rQ rsva ma s EXPLORATORY BORING LOCATION MAP N Project No. 167D36 2156 Cambridge Avenue Cardiff -by- the -Sea Area of Encinitas, California Scale (approximate): 1 inch = 20 feet Base Map: Site plan, prepared by Sampo Engineering, Inc., dated December 29, 2010 X LEGEND • Approximate location of B-3 exploratory boring FIGURE 2 SGC LABORATORY TEST RESULTS Classification Project No. 167D36 Soils were classified using the Unified Soil Classification System (USCS) in general accordance with ASTM D 2487 and D2488. The USCS symbols for the soil types are indicated on the exploratory boring logs in Appendix B. Soluble Sulfate Content The soluble sulfate content of a selected sample of the onsite soils was evaluated in general accordance with California Test Method No. 417. The result of the test is presented below: SAMPLE SAMPLE SOLUBLE SULFATE NUMBER DESCRIPTION CONTENT ( %) Boring 2 Bulk 1 @ 2 -4' Orange- brown, silty fine sand ISM) 1 (Terrace Deposits) 0.003 Soluble Chloride Content The chloride contents of a selected sample of the onsite soils was evaluated in general accordance with California Test Method No. 422. The result of the test is presented below: SAMPLE SAMPLE SOLUBLE CHLORIDE NUMBER DESCRIPTION CONTENT (W Boring 2 Bulk 1 @ 2 -4' Orange- brown, silty fine sand ISM) 1 (Terrace Deposits) 0.001 FIGURE 3 SCC APPENDIX A SGC Project No. 167D36 REFERENCES 1. California Division of Mines and Geology, 2003 revised (1996), Probabilistic seismic hazard assessment for the State of California: CDMG, Open -file Report 96 -08 (revision by Cao, Bryant, Rowshandel, Branum and Willis, June 2003). 2. California Geological Survey, 2003, State of California Earthquake Fault Zones, Point Loma quadrangle, revised official map effective May 1, 2003. 3. California Geological Survey, 2008, Geologic map of the San Diego 30' x 60' quadrangle, California: CGS Regional Geologic Map Series. 4. California Geological Survey, 2010, Fault activity map of California: CGS Geologic Data Map No. 6. 5. California Geological Survey, 2010, Geologic map of California: CGS Geologic Data Map No. 2. 6. Hart, E.W., 1997, Fault- rupture hazard zones in California: California Division of Mines and Geology, Special Publication 42, revised. 7. International Conference of Building Officials, 2006, International Building Code, with 2007 California Building Code and 1997 CDMG Active Fault Near - Source Zones map. 8. Kennedy, M.P., and Peterson, G.L., 1975, Geology of the San Diego metropolitan area, California: California Division of Mines and Geology, Bulletin 200. 9. Tan, S.S., and Giffen, D.G., 1995, Landslide hazards in the northern part of the San Diego metropolitan area, San Diego County, California: California Division of Mines and Geology, Open -file Report 95 -04. 10. Southland Geotechnical Consultants, in -house geologiclgeotechnical information. 1 1 . US Geological Survey, 2004, Maximum Considered Earthquake Ground Motion for the Conterminous 48 States, USGS Earthquake Hazards Program, http : / /egint.cr.usgs.gov /eg /html /design- lookup.html. 12. US Geological Survey, 2005, http:// en .wikipedia.org /wiki /2004�Indian Ocean earthquake #Quake characte ristics. SGC Project No. 167D36 PLANS Site Plan, Gutman Residence, 2156 Cambridge Avenue, City of Encinitas, by Sampo Engineering, Inc., dated December 29, 2010. Preliminary Grading Plan, Gutman Residence, 2156 Cambridge Avenue, City of Encinitas, by Sampo Engineering, Inc., dated December 29, 2010. SGC APPENDIX B SGC GEOTECHNICAL BORING LOG 2156 Cambridge, Encinitas Manually Excavated Project No, 167D36 3.5-inch Diameter Hand Auger September 27, 2010 Top of Hole Approximate Elevation: 173' Boring No. 1 Sheet 1 of 1 Logged by ST Depth Graphic Sample Blows Dry Water USCS in Lag No. Per Density Content Soil Geotechnical Description Feet Foot (pcf) (%) Type 0 -' - FILUDISTURBED NATURAL SOILS SM -ML @ 0' - Light brown, dry, loose, silty fine sand to - sandy silt; with abundant fine grass roots gradational to: 1 2— — TERRACE DEPOSITS SM @2'- Orange- brown, slightly damp, dense, silty fine sand; fairly uniform texture, lighter in color with depth, less silt with depth 3 4 Total depth = 4 feet No groundwater encountered Backfilled 27 Sep 2010 5 6 SGC GEOTECHNICAL BORING LOG 2156 Cambridge, Encinitas Manually Excavated Project No. 167D36 3.5 -inch Diameter Hand Auger September 27, 2010 Top of Hale Approximate Elevation: 169.5' Boring No. 2 Sheet 1 of 1 Logged by ST Depth Graphic Sample Blows Dry Water USCS in No Per Density Content Soil Geotechnical Description Feet Foot (pco ( %) Type 0 FILUDISTURBED NATURAL SOILS —' — @ 0' - Imported granular, granitic sandy soils @3" - Brown, dry, loose, silty fine sand to SM -ML sandy silt; with roots gradational to: 2 O — — — — SM — — — — — — — — — — — — — — — TERRACE DEPOSITS @2'- Orange - brown, slightly damp, dense, silty fine sand; fairly uniform texture, lighter in color with depth, less silt with depth, some medium grains 3 4 Total depth = 4.5 feet No groundwater encountered 5 Backfilled 27 Sep 2010 6 SGC GEOTECHNICAL BORING LOG 2156 Cambridge, Encinitas Manually Excavated Project No. 167D36 3.5 -inch Diameter Hand Auger September 27, 2010 Top of Hole Approximate Elevation: 167.5' Boring No. 3 Sheet 1 of 1 Logged by ST Depth Graphic Sample Blows Dry Water USCS in Log No. Per Density Content Soil Geotechnical Description Feet Foot (pcf) ( %) Type 0 FILL SM -ML @ 0'- Light brown, dry, loose, silty fine sand to andy silt; with debris, gravel and roots (diffficult to advance hand auger due to gravel) o 0 2 J.a o ' 3 ' o ' Total depth = 3.5 feet (refusal on gravel in fill) No groundwater encountered 4 8ackfilled 27 Sep 2010 5 6 SGC APPENDIX C SGC rr + +r ++ + +aaa +wr + ++ +wa++ E Q F A U L T + + * Version 3.00 ' a DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER: 167D36 DATE: 01 -18 -2011 JOB NAME: 2156 Cambridge, Encinitas, CA CALCULATION NAME: Test Run Analysis FAULT - DATA -FILE NAME: C: \Program Files \EQFAULTI \CGSFLTE_MCE_new.DAT SITE COORDINATES: SITE LATITUDE: 33.0220 SITE LONGITUDE: 117.2781 SEARCH RADIUS: 100 mi ATTENUATION RELATION: 3) Boore et al. (1997) Horiz. - NEHRP D (250) UNCERTAINTY (M-Median, S= Sigma): M Number of Sigmas: 0.0 DISTANCE MEASURE: cd_2drp SCOND: 0 Basement Depth: 5.00 km Campbell SSR: Campbell SHR: COMPUTE PEAK HORIZONTAL ACCELERATION FAULT -DATA FILE USED: C: \Program Files \EQFAULTI \CGSFLTE_MCE_new.DAT MINIMUM DEPTH VALUE (km): 0.0 --------- - - - - -- EQFAULT SUMMARY ____ __ _________ DETERMINISTIC SITE PARAMETERS ____________ __ _________ ______ Page 1 I (ESTIMATED MAX. EARTHQUAKE EVENT I APPROXIMATE I _______________________________ ABBREVIATED I DISTANCE I MAXIMUM I PEAK ZEST. SITE FAULT NAME I mi (km) 1EARTHQUAKEI SITE (INTENSITY I I MAG.(Mw) I ACCEL. g IMOD.MERC. ROSE CANYON 1 2.7( 4.3)1 7.2 1 0.571 1 X NEWPORT - INGLEWOOD (Offshore) 1 12.7( 20.5) 1 7.1 1 0.229 1 IX CORONADO BANK 1 17.21 27.7)1 7.6 1 0.239 1 IX ELSINORE (JULIAN) 1 28.8( 46.4)1 7.1 1 0.124 1 VII ELSINORE (TEMECULA) 1 29.0( 46.6)1 6.8 1 0.106 1 VII EARTHQUAKE VALLEY 1 41.8( 67.3)1 6.5 1 0.068 1 VI PALOS VERDES 1 42.4( 68.2)1 7.3 1 0.103 1 VII ELSINORE (GLEN IVY) 1 43.1( 69.4)1 6.8 1 0.078 1 VII SAN JOAQUIN HILLS 1 44.2( 71.2)1 6.6 1 0.083 1 VII SAN JACINTO -ANZA 1 51.6( 83.0)1 7.2 1 0.084 1 VII ELSINORE (COYOTE MOUNTAIN) 1 53.2( 85.6) 1 6.8 1 0.066 1 VI SAN JACINTO- COYOTE CREEK 1 53.8( 86.6) 1 6.6 1 0.059 1 VI SAN JACINTO -SAN JACINTO VALLEY 1 53.8( 86.6) 1 6.9 1 0.069 1 VI NEWPORT- INGLEWOOD (L.A.Basin) 1 55.1( 88.6) 1 7.1 1 0.075 1 VII CHINO- CENTRAL AVE. (Elsinore) 1 56.9( 91.5)1 6.7 1 0.072 1 VII WHITTIER 1 61.1( 98.4)1 6.8 1 0.059 1 VI SAN JACINTO - BORREGO 1 64.0( 103.0)1 6.6 1 0.052 1 VI SAN JACINTO -SAN BERNARDINO 1 68.8( 110.7)1 6.7 1 0.051 1 VI PUENTE HILLS BLIND THRUST 1 71.2( 114.6)1 7.1 1 0.075 1 VII SAN ANDREAS - San Bernardino M -11 72.8( 117.2)1 7.5 1 0.075 1 VII SAN ANDREAS - Whole M -la 1 72.8( 117.2)1 8.0 1 0.097 1 VII SAN ANDREAS - SB- Coach. M -lb -2 1 72.8( 117.2)1 7.7 1 0.083 1 VII SAN ANDREAS - SB- Coach. M -2b 1 72.8( 117.2)1 7.7 1 0.083 1 VII SAN ANDREAS - Coachella M -lc -5 1 77.9( 125.3) 1 7.2 1 0.061 1 VI SAN JOSE 1 78.0( 125.5) 1 6.4 1 0.048 1 VI PINTO MOUNTAIN 1 78.4( 126.1) 1 7.2 1 0.060 1 VI SUPERSTITION MTN. (San Jacinto) 1 78.6( 126.5) 1 6.6 1 0.044 1 VI CUCAMONGA 1 80.0( 128.7)1 6.9 1 0.062 1 VI SIERRA MADRE 1 80.7( 129.8)1 7.2 1 0.072 1 VI BURNT MTN. 1 81.4( 131.0)1 6.5 1 0.041 1 V ELMORE RANCH 1 82.5( 132.7)1 6.6 1 0.042 1 VI NORTH FRONTAL FAULT ZONE (West) 1 83.3( 134.1) 1 7.2 1 0.070 1 VI SUPERSTITION HILLS (San Jacinto)( 83.4( 134.3)1 6.6 1 0.042 1 VI LAGUNA SALADA 1 83.4( 134.3)1 7.0 1 0.052 1 VI EUREKA PEAK 1 84.6( 136.1)1 6.4 1 0.037 1 V UPPER ELYSIAN PARK BLIND THRUST 1 86.6( 139.3) 1 6.4 1 0.045 1 VI CLEGHORN 1 86.6( 139.3)1 6.5 1 0.039 I V NORTH FRONTAL FAULT ZONE (East) 1 87.1( 140.2)1 6.7 1 0.052 1 VI SAN ANDREAS - 1857 Rupture M-2a 1 88.5( 142.4)1 7.8 1 0.075 1 VII SAN ANDREAS - Cho -Moj M -lb -1 1 88.5( 142.4)1 7.8 1 0.075 1 VII DETERMINISTIC SITE PARAMETERS ------- ---------------- - - - - -- Page 2 I (ESTIMATED MAX. EARTHQUAKE EVENT I APPROXIMATE I------------------------------- ABBREVIATED I DISTANCE I MAXIMUM I PEAK JEST. SITE FAULT NAME I mi (Ian) JEARTHQUAKEI SITE IINTENSITY I MAG.(Mw) I ACCEL. g JMOD.MERC. SAN ANDREAS - Mojave M -Ic -3 1 88.5( 142.4)1 7.4 1 0.061 1 VI RAYMOND 1 89.0( 143.2)1 6.5 1 0.046 1 VI CLAMSHELL - SAWPIT 1 90.0( 144.9)1 6.5 1 0.046 1 VI VERDUGO 1 91.9( 147.9)1 6.9 1 0.055 1 VI LANDERS 1 92.8( 149.4)1 7.3 1 0.056 1 VI HOLLYWOOD 1 93.8( 150.9)1 6.4 1 0.042 1 VI BRAWLEY SEISMIC ZONE 1 93.8( 150.9)1 6.4 1 0.034 1 V HELENDALE - S. LOCKHARDT 1 96.1( 154.7)1 7.3 1 0.054 1 VI SANTA MONICA 1 97.6( 157.0)1 6.6 1 0.045 1 VI LENWOOD- LOCKHART -OLD WOMAN SPRGSI 99.3( 159.8)1 7.5 1 0.059 1 VI IMPERIAL 1 99.4( 160.0)1 7.0 1 0.045 1 VI wwxx xxxxxxxxxxxwwwwwwwwxw wx•w :wwwwww wexww wwwxwwxxxxxxxxxxxxx w xxxxxwxxwxxxxxxxww -END OF SEARCH- 51 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE ROSE CANYON FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 2.7 MILES (4.3 Ian) AWAY. LARGEST MAXIMUM- EARTHQUAKE SITE ACCELERATION: 0.5709 g PROBABILITY OF EXCEEDANCE -2156 CAMBRIDGE 100 .E 80 0 70 60 ° 50 40 C a� 30 a� X 20 w 10 W BOORE ET AL(1997) NEHRP D (250)2 0 0 25 yrs 50 yrs 0 0 Acceleration (g) 3 1100 1000 900 800 700 .11 500 400 300 iui 100 0 -100 -400 -300 -200 CALIFORNIA FAULT MAP 2156 Cambridge, Encinitas, CA -100 0 100 200 300 400 500 600 70 60 50 40 30 20 10 0 -10 -20 -30 -40 -50 CALIFORNIA FAULT MAP 2156 Cambridge, Encinitas, CA 210 220 230 240 250 260 270 280 290 300 310 320 APPENDIX D SGC APPENDIX D RECOMMENDED EARTHWORK SPECIFICATIONS 1.0 General Intent These specifications are presented as general procedures and recommendations for grading and earthwork to be used in conjunction with the approved grading plans. These general earthwork specifications are considered a part of the recommendations contained in the geotechnical report and are superseded by recommendations in the geotechnical report in the case of conflict. Evaluations performed by the consultant during the course of grading may result in new recommendations which could supersede these specifications or the recommendations of the geotechnical report. It shall be the responsibility of the contractor to read and understand these specifications, as well as the geotechnical report and approved grading plans. 2.0 Earthwork Observation and Testing Prior to grading, a qualified geotechnical consultant should be employed for the purpose of observing earthwork procedures and testing fill placement for conformance with the recommendations of the geotechnical report and these specifications. It shall be the responsibility of the contractor to keep the geotechnical consultant apprised of work schedules and changes, at least 24 hours in advance, so that he may schedule his personnel accordingly. No grading operations shall be performed without the knowledge of the geotechnical consultant. The contractor shall not assume that the geotechnical consultant is aware of all site grading operations. It shall be the sole responsibility of the contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes and agency ordinances, recommendations of the geotechnical report, and the approved grading plans. If, in the opinion of the geotechnical consultant, unsatisfactory conditions, such as unsuitable soil, poor moisture condition, inadequate compaction, adverse weather, etc., are resulting in a quality of work less than recommended in the geotechnical report and the specifications, the consultant will be empowered to reject the work and recommend that construction be stopped until the conditions are rectified. 3.0 Preparation of Areas to be Filled 3.1 Clearing and Grubbing: Sufficient brush, vegetation, roots, and all other deleterious material should be removed or properly disposed of in a method acceptable to the owner, design engineer, governing agencies and the geotechnical consultant. SIGC The geotechnical consultant should evaluate the extent of these removals depending on specific site conditions. In general, no more than one percent (by volume) of the fill material should consist of these materials. In addition, nesting of these materials should not be allowed. 3.2 Processing: The existing ground which has been evaluated by the geotechnical consultant to be satisfactory for support of fill, should be scarified to a minimum depth of 6 inches. Existing ground which is not satisfactory should be overexcavated as specified in the following section. Scarification should continue until the soils are broken down and free of large clay lumps or clods and until the working surface is reasonably uniform, flat, and free of features which would inhibit uniform compaction. 3.3 Overexcavation: Soft, dry, organic -rich, spongy, highly fractured, or otherwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, should be overexcavated down to competent ground, as evaluated by the geotechnical consultant. For purposes of determining pay quantities of materials overexcavated, the services of a licensed land surveyor or civil engineer should be used. 3.4 Moisture Conditioning: Overexcavated and processed soils should be watered, dried, or blended as necessary to attain a uniform near - optimum moisture content as determined by test method ASTM D1557. 3.5 Recompaction: Overexcavated and processed soils which have been properly mixed, screened of deleterious material, and moisture - conditioned should be recompacted to a minimum relative compaction of 90 percent as determined by test method ASTM D1557. 3.6 Benching: Where fills are placed on ground sloping steeper than 5:1 (horizontal to vertical), the ground should be stepped or benched. The lowest bench should be a minimum of 15 feet wide, excavated at least 2 feet into competent material as evaluated by the geotechnical consultant. Ground sloping flatter than 5:1 should be benched or otherwise overexcavated when recommended by the geotechnical consultant. 3.7 Evaluation of Fill Areas: All areas to receive fill, including processed areas, areas of removal, and fill benches should be evaluated by the geotechnical consultant prior to fill placement. SGC 4.0 Fill Material 4.1 General: Material to be placed as fill should be sufficiently free of organic matter and other deleterious substances, and should be evaluated by the geotechnical consultant prior to placement. Soils of poor gradation, expansion, or strength characteristics should be placed as recommended by the geotechnical consultant. 4.2 Oversize Material: Oversize fill material, defined as material with a maximum dimension greater than 6 inches should not be buried or placed in fills unless the location, materials, and methods are specifically recommended by the geotechnical consultant. 4.3 Import: If grading operations include importing of fill material, the import material should meet the requirements of Section 4.1. Sufficient time should be given to allow the geotechnical consultant to test and evaluate proposed import as necessary, prior to importing to the site. 5.0 Fill Placement and Compaction 5.1 Fill Lifts: Fill material should be placed in areas properly prepared and evaluated as acceptable to receive fill. Fill should be placed in near - horizontal layers approximately 6 inches in compacted thickness. Each layer should be spread evenly and thoroughly mixed to attain uniformity of material and moisture content throughout. 5.2 Moisture Conditioning: Fill soils should be watered, dried or blended as necessary to attain a uniform near - optimum moisture content as determined by test method ASTM D1557. 5.3 Compaction of Fill: After each layer has been evenly spread, moisture conditioned, and mixed, it should be uniformly compacted to not less than 90 percent of maximum dry density as determined by test method ASTM D1557. Compaction equipment should be adequately sized and be either. specifically designed for soil compaction or of proven reliability to efficiently achieve the specified degree and uniformity of compaction. 5.4 Fill Slopes: Compaction of slopes should be accomplished, in addition to normal compaction procedures, by backrolling slopes with sheepsfoot rollers at increments of 3 to 4 feet in fill elevation gain, or by other methods producing satisfactory results. At the completion of grading, the relative compaction of the fill, including the embankment face should be at least 90 percent as determined by test method ASTM D1557. SGC 5.5 Compaction Testing: Field tests of the moisture content and degree of compaction of the fill soils should be performed by the geotechnical consultant. The location and frequency of tests should be at the consultant's discretion based on observations of the field conditions. In general, the tests should be taken at approximate intervals of 2 feet in elevation gain and /or each 1,000 cubic yards of fill placed. In addition, on slope faces, as a guideline, one test should be taken for each 5,000 square feet of slope face and /or each 10 -foot interval of vertical slope height. 6.0 Subdrain Construction Subdrain systems, if recommended, should be constructed in areas evaluated for suitability by the geotechnical consultant. The subdrain system should be constructed to the approximate alignment in accordance with the details shown on the approved plans or provided herein. The subdrain location or materials should not be modified unless recommended by the geotechnical consultant. The consultant may recommend modifications to the subdrain system depending on conditions encountered. Completed subdrains should be surveyed for line and grade by a licensed land surveyor or civil engineer. 7.0 Excavations Excavations and cut slopes should be evaluated by the geotechnical consultant during grading. If directed by the geotechnical consultant, further excavation, overexcavation, and /or remedial grading of cut slopes (i.e., stability fills or slope buttresses) may be recommended. 8.0 Quantity Determination The services of a licensed land surveyor or civil engineer should be retained to determine quantities of materials excavated during grading and /or the limits of overexcavation. SGC KEY AND BENCHING DETAILS FILL SLOPE EXISTING GROUND SURFACE PROJECT 1 TO 1 LINE FROM TOE OF SLOPE TO COMPETENT MATERIAL M 2' MI+Li S' MIN. --i KEY II LOW EST DEPTH BENCH (KEY) FILL - OVER -CUT SLOPE EXISTING GROUND SURFACE / 2' i MIN. KEY DEPTH -15' MIN. - LOWEST BENCH (KEY) BENCH REMOVE UNSUITABLE MATERIAL BENCH UNSUITABLE MATERIAL CUT SLOPE (TO BE EXCAVATED PRIOR TO FILL PLACEMENT) j EXISTING GROUND SURFACE i CUT - OVER -FILL SLOPE PROJECT 1 TO 1 LINE FROM TOE OF SLOPE TO COMPETENT MATERIAL ENCH t 5' MIN: 2' MIN. LOWEST KEY DEPTH BENCH (KEY) CUT SLOPE / / u (TO BE EXCAVATED PRIOR TO FILL PLACEMENT) ,REMOVE UNSUITABLE MATERIAL NOTE: Back drain may be recommended by the geotechnical consultant based on actual field conditions encountered. Bench dimension recommendations may also be altered based on field conditions encountered. SGC JMPA MPA TRANSITION LOT DETAILS CUT -FILL LOT EXISTING GROUND SURFACE i i -OVEREXCAVATE AND RECOMPACT COMPETENT BEDROCK OR MATERIAL EVALUATED BY THE GEOTECHNICAL CONSULTANT CUT LOT l�UNSUTA ABLE MATERIAL OVEREXCAVATE AND RECOMPACT COMPETENT BEDROCK �OR MATERIAL EVALUATED BY THE GEOTECHNICAL CONSULTANT 36" MIN.* f EXISTING GROUND SURFACE MIN. 'NOTE: Deeper or laterally more extensive overexcavation and recompaction may be recommended by the geotechnical consultant based on actual field conditions encountered and locations of proposed improvements 36" MIN t I SGC RETAINING WALL DRAINAGE DETAIL RETAINING WALL WALL WATERPROOFING PER ARCHITECT'S SPECIFICATIONS FINISH GRADE - OMPACTED FILL-� -- WALL FOOTING 4-11, :I L NOT TO SCALE SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size Passing 1" 100 3/4" 90 -100 3/8" 40 -100 No. 4 25 -40 No. 8 18 -33 No. 30 5 -15 No. 50 0 -7 N0. 200 0 -3 Sand Equivalent > 75 SOIL BACKFILL. COMPACTED TO 90 PERCENT RELATIVE COMPACTION* °8' MIN. OVERLAP V MIN. FILTER FABRIC ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT) ** 1.1/2' CLEAN GRAVEL 0 4' (MIN.) DIAMETER PERFORATED O = -__ PVC PIPE (SCHEDULE 40 OR ° EQUIVALENT) WITH PERFORATIONS ORIENTED DOWN AS DEPICTED ° MINIMUM 1 PERCENT GRADIENT TO SUITABLE OUTLET o Il 3' MIN. COMPETENT BEDROCK OR MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT *BASED ON ASTM 01557 * *IF CALTRANS CLASS 2 PERMEABLE MATERIAL (SEE GRADATION TO LEFT) IS USED IN PLACE OF 3/4'- 1-1/2' GRAVEL. FILTER FABRIC MAY BE DELETED. CALTRANS CLASS 2 PERMEABLE MATERIAL SHOULD BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION * NOTE:COMPOSITE DRAINAGE PRODUCTS SUCH AS Iv11RADRAIN OR J —DRAIN MAY SE USED AS AN ALTERNATIVE TO GRAVEL OR LASS 2. INSTALLATION SHOULD BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS SGC e. w Samuo Engineerins.Inc. Land Planning, Civil Engineering, Surveying, Mapping CITY OF ENCINITAS ENGINEER'S ESTIMATE FOR GUTMAN RESIDENCE GRADING PLAN 10830 -G 2156 CAMBRIDGE AVENUE CARDIFF, CA APN: 260- 404 -29 DESCRIPTION Public Improvements AC pavement (4 ") PCC pavement (5 ") Permeable Pavers & Base (Cambridge Ave) Class II base (6 ") Trench Resurfacing Per SDG -107 & 108 PCC Curb 6" high PCC Flush Curb Private Improvements Grading - Excavate & Export Grading - Excavate & Embankment Concrete Masonry Retaining Walls Permeable Pavers & Base Driveway 6" PVC Storm Drain 12 "x12" HDPE Catch Basin by'NDS' Bioretention Basin Landscaped Swales Rip Rap, (D -40) Silt Fence Gravelbags Stabilized construction entrance 4" Perforated PVC Subdrain QTY UNIT COST 191 SF $1.75 750 SF $5.00 490 SF $12.00 941 SF $1.00 17 LF $25.00 50 LF $16.00 70 LF $12.00 40 CY $27.50 230 CY $20.00 678 SF $29.65 382 SF $12.00 182 LF $20.00 4 EA $83.78 1 EA $1,000.00 80 LF $5.50 2 EA $1,750.00 300 LF $1.60 120 EA $1.10 400 SF $5.25 155 LF $20.00 SUBTOTAL 10% CONTINGENCY TOTAL 1034 Second Street, Encinitas, CA 92024 info@sampoengineering.com page 1 of 1 j.n. 10 -105 June 20, 2011 TOTAL $334.25 $3,750.00 $5,880.00 $941.00 $425.00 $800.00 $840.00 $1,100.00 $4,600.00 $20,102.70 $4,584.00 $3,640.00 $335.12 $1,000.00 $440.00 $3,500.00 $480.00 $132.00 $2,100.00 $3,100.00 $42,013.82 $4,201.38 $46,215.20 i ,Lawyers Title CORPORATION March 24, 2010 Mr. and Mrs. Robert G. Taylor 1850 Smoke Tree Lane Palm Desert, CA 92264 Lawyers Title Company 5898 Copley Drive, 3rd Floor San Diego, CA 92111 Phone: (858) 650 -3900 Fax: (858) 458-0546 YOUR REF: 5825DT OUR NO.: 310311887 Property: 2156 Cambridge Avenue, City of Encinitas, California Dear Customer: On behalf of Lawyers Title - SO, please find your ALTA Residential Policy of title insurance. Transnation Title Insurance Company has merged into Lawyers Title Insurance Corporation. As a result, effective September 1, 2008 all title polices will be issued under and honored by Lawyers Title Insurance Corporation. NOTE: Your policy is a Computer Generated Product. Although lacking color and "live" signatures, it is the original of your policy. Thank you for selecting Lawyers Title - SD for your transactional management needs. Enclosure li This policy has been issued through the offices of i1 La"ersTitle INSURANCE CORPORATION Lawyers Title Company 5898 Copley Drive, 3rd Floor San Diego, CA 92111 Phone: (858) 650 -3900 Fax: (858) 458 -0546 We wish to take this opportunity to thank you for allowing us to assist you in your recent real estate transaction. We appreciate your confidence in us and take pride in our ability to service all your title needs. The enclosed title policy was carefully prepared in accordance with your agent's instruction and should be kept in a safe place with your other important documents as it continues to protect you as long as you have an interest in the subject real property. We hope we can be of assistance to you in all your future real estate transactions. Cordially, James M. John Effective Date: 5/1/2008 Fidelity National Financial, Inc. Privacy Statement Fidelity National Financial, Inc. and its subsidiaries ( "FNF ") respect the privacy and security of your non - public personal information ( "Personal Information ") and protecting your Personal Information is one of our top priorities. This Privacy Statement explains FNF's privacy practices, including how we use the Personal Information we receive from you and from other specified sources, and to whom it may be disclosed. FNF follows the privacy practices described in this Privacy Statement and, depending on the business performed, FNF companies may share information as described herein. Personal Information Collected We may collect Personal Information about you from the following sources: • Information we receive from you on applications or other forms, such as your name, address, social security number, tax identification number, asset information, and income information; • Information we receive from you through our Intemet websites, such as your name, address, email address, Internet Protocol address, the website links you used to get to our websites, and your activity while using or reviewing our websites; • Information about your transactions with or services performed by us, our affiliates, or others, such as information concerning your policy, premiums, payment history, information about your home or other real property, information from lenders and other third parties involved in such transaction, account balances, and credit card information; and • Information we receive from consumer or other reporting agencies and publicly recorded documents. Disclosure of Personal Information We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures. Disclosures may include, without limitation, the following: • To insurance agents, brokers, representatives, support organizations, or others to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure in connection with an insurance transaction; • To third -party contractors or service providers for the purpose of determining your eligibility for an insurance benefit or payment and /or providing you with services you have requested; • To an insurance regulatory authority, or a law enforcement or other governmental authority, in a civil action, in connection with a subpoena or a governmental investigation; • To companies that perform marketing services on our behalf or to other financial institutions with which we have joint marketing agreements and /or • To lenders, lien holders, judgment creditors, or other parties claiming an encumbrance or an interest in title whose claim or interest must be determined, settled, paid or released prior to a title or escrow closing. We may also disclose your Personal Information to others when we believe, in good faith, that such disclosure is reasonably necessary to comply with the law or to protect the safety of our customers, employees, or property and /or to comply with a judicial proceeding, court order or legal process. Page 1 of 2 Effective Date: 5/1/2008 Disclosure to Affiliated Companies - We are permitted by law to share your name, address and facts about your transaction with other FNF companies, such as insurance companies, agents, and other real estate service providers to provide you with services you have requested, for marketing or product development research, or to market products or services to you. We do not, however, disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent, in conformity with applicable law, unless such disclosure is otherwise permitted by law. Disclosure to Nonaffiliated Third Parties - We do not disclose Personal Information about our customers or former customers to nonaffiliated third parties, except as outlined herein or as otherwise permitted by law. Confidentiality and Security of Personal Information We restrict access to Personal Information about you to those employees who need to know that information to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard Personal Information. Access To Personal Information/ Requests for Correction, Amendment, or Deletion of Personal Information As required by applicable law, we will afford you the right to access your Personal Information, under certain circumstances to find out to whom your Personal Information has been disclosed, and request correction or deletion of your Personal Information. However, FNF's current policy is to maintain customers' Personal Information for no less than Your state's required record retention requirements for the purpose of handling future coverage claims. For your protection, all requests made under this section must be in writing and must include your notarized signature to establish Your identity. Where permitted by law, we may charge a reasonable fee to cover the costs incurred in responding to such requests. Please send requests to: Chief Privacy Officer Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, FL 32204 Changes to this Privacy Statement This Privacy Statement may be amended from time to time consistent with applicable privacy laws. When we amend this Privacy Statement, we will post a notice of such changes on our website. The effective date of this Privacy Statement, as stated above, indicates the last time this Privacy Statement was revised or materially changed. Page 2 of 2 RESIDENTIAL TITLE INSURANCE POLICY ONE -TO -FOUR FAMILY RESIDENCE IsswdbyLawyers Title Insurance Corporation i INSURANCE La ersTitle OWNER'S INFORMATION SHEET Your Title Insurance Policy is a legal contract between you and LAWYERS TITLE INSURANCE CORPORATION. It applies only to a one - to-four family residential lot or condominium unit. If your land is not either of these, contact us immediately. The Policy insures you against certain risks to your land title. These risks are listed on page one of the Policy. The Policy is limited by: Exclusions on page 1 Exceptions on Schedule B Conditions on page 2 You should keep the Policy even if you transfer the title to your land. If you want to make a claim, see Item 3 under Conditions an page 2 You do not owe any more premiums for the Policy. This sheet is not your insurance Policy. It is only a brief outline of some of the important Policy features. The Policy explains in detail your rights and obligations and our rights and obligations. Since the Policy - and not this sheet - is the legal document. YOU SHOULD READ THE POLICY VERY CAREFULLY. If you have any questions about your Policy. contact the office that issued this policy or: LAWYERS TITLE INSURANCE CORPORATION P.O. Box 45023 Jacksonville, Florida 32232 -5023 Alin Claim's Department LAWYERS TITLE INSURANCE CORPORATION .✓%Wsuer", By � "_ {�`p�•- �� ^ �...... NCFCSi Il Presicent SEAL:; ti !W«� L�-<G� °4•• °MFaNA5F5„.. +' Attest Countersignature YY Secretary y TABLE OF CONTENTS i OWNER'S COVERAGE STATEMENT ......................................... ............................... 1 COVERED TITLE RISKS ................................................... ............................... 1 COMPANY'S DUTY TO DEFEND AGAINST COURT CASES ...................... ............................... 1 SCHEDULEA _ _... _ .......................... ............................... ..........................Insert Policy Number, Date and Amount 1. Name of Insured Z Interest in Land Covered 3. Description of the Land SCHEDULE B - EXCEPTIONS ............. ............................ I .................................... Insert EXCLUSIONS................................................................. ..............................1 CONDITIONS................................................................. ..............................2 1. Definitions ............................................................ ..............................2 2. Continuation of Coverage ................................................. ..............................2 3. How to Make Claim .................................................. ............................... 2 4. Our Choices When You Notify Us of a Claim ................................ ............................... 2 5. Handling a Claim or Court Case. . . ....................................................................... 2 6. Limitation of the Company's Liability ...................................... ............................... 2 T Transfer of Your Rights .............................................. ..............................2 8. Arbitration....... _ .._ . _ ... _ ...................................... ............................... 2 9, Our Liability is Limited to This Policy ...................................... ............................... 2 ALTA Residential Title Insurance Policy (6/1/87) One-to -Four Family Residences NJRB 1 -06 Form 1086 -7002 Valid only if Schedules A and B are attached OWNER'S COVERAGE STATEMENT This policy insures your title to the land described in Schedule A - if that land is a one - to-four family residential lot or condominium unit. Your insurance, as described in this Coverage Statement, is effective on the Policy Date shown in Schedule A. Your insurance is limited by the following: • Exclusions on page 1 • Exceptions in Schedule B • Conditions on page 2 We insure you against actual loss resulting from • any title risks covered by this Policy - up to the Policy Amount and • any costs, attorneys' fees and expenses we have to pay under this Policy COVERED TITLE RISKS This Policy covers the following title risks, if they affect your title on the Policy Date 1. Someone else owns an interest in your title 9. Others have rights arising out of leases, contracts, or options. 2. A document is not properly signed, sealed. acknowledged, or 10. Someone else has an easement on your land. delivered 11 Your title is unmarketable, which allows another person tc 3. Forgery, fraud, duress, incompetency, incapacity or refuse to perform a contract to purchase, to lease or to make impersonation a mortgage loan. 4 Defective recording of any document. 12. You are forced to remove your existing structure - other than 5. You do not have any legal right of access to and from the a boundary wall or fence - because: land. . R extends an to adjoining land or on to any easement 6. There are restrictive covenants limiting your use of the land. • R violates a restriction shown in Schedule 8 7. There is a lien on your title because of R violates an existing zoning law • a mortgage or deed of trust 13. You cannot use the land because use as a single - family • a judgment, tax, or special assessment residence violates a restriction shown in Schedule B or an a charge by a homeowner's or condominium association existing zoning law 6. There are liens on your title, arising now or later, for labor and 14. Other defects, liens, or encumbrances . material furnished before the Policy Date - unless you agreed to pay for the labor and material. COMPANY'S DUTY TO DEFEND AGAINST COURT CASES We will defend your title In any court case as to that part of the case that is based on a Covered Title Risk insured against by this Policy. We will pay the costs, attorneys fees, and expenses we incur in that defense. We can end this duty to defend your title by exercising any of our options listed in Item 4 of the Conditions. This policy is not complete without Schedules A and B EXCLUSIONS In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees, and expenses resulting from 1. Governmental police power, and the existence or violation of any law or government regulation. This includes budding and zoning ordinances and also laws and regulations concerning. • land use • improvements on the land • land division • environmental protection This exclusion does not apply to violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in Items 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning A. unless. • a notice of exercising the right appears in the public records on the Policy Date • the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking 3. Title Risks. • that are created. allowed, or agreed to by you • that are known to you, but not to us, on the Policy Date - unless they appeared in the public records • that result in no loss to you • that first affect your title after the Policy Date - this does not limit the labor and material lien coverage in Item B of Covered Title Risks 4. Failure to pay value for your title 5. Lack of a right: • to any land outside the area specifically described and referred to in Item 3 of Schedule A or • in streets, alleys, or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of Covered Title Risks. RESIDENTIAL TITLE INSURANCE POLICY CONDITIONS 1. DEFINITIONS. a Easement - the right of someone else to use your land for a special purpose. b Land - the land or condominium unit described in Schedule A and any improvements on the land which are real property. c. Mortgage - a mortgage, deed of trust, trust deed or other security instrument. d. Public Records - title records that give constructive notice of matters affecting your title - according to the state statutes where your land is located. e Title - the ownership of your interest in the land, as shown in Schedule A. 2. CONTINUATION OF COVERAGE. This Policy protects you as long as you • own your title or • own a mortgage from anyone who buys your land or are liable for any title warranties you make This Policy protects anyone who receives your title because of your death. 3. HOW TO MAKE A CLAIM. a You Must Give The Company Notice Of Your Claim If anyone claims a right against your insured title. you must notify us promptly in writing. Send the notice to Lawyers Title Insurance Corporation, P.O. Box 45023, Jacksonville, Florida 32232 -5023. Please include the Policy number shown in Schedule A, and the county and state where the land is located. Our obligation to you could be reduced if • you fail to give prompt notice and • your failure affects our ability to dispose of or to defend you against the claim b. Proof Of Your Loss Must Be Given To The Company You must give us a written statement to prove your claim of loss. This statement must be given to us not later than 90 days after you know the facts which will let you establish the amount of your loss. The statement must have the following facts. • the Covered Title Risks which resulted in your loss • the dollar amount of your loss • the method you used to compute the amount of your loss You may want to provide us with an appraisal of your Idea by a professional appraiser as a part of your statement of loss. We may require you to show us your records, checks, letters, contracts, and other papers which relate to your claim of loss. We may make copies of these papers We may require you to answer questions under oath Our obligation to you could be reduced if you fail or refuse to. • provide a statement of loss or • answer our questions under oath or • show us the papers we request. and • your failure or refusal affects our ability to dispose of or to defend you against the claim. 4. OUR CHOICES WHEN YOU NOTIFY US OF A CLAIM. After we receive your claim notice or in any other way learn of a matter for which we are liable, we can do one or more of the following: a. Pay the claim against your title. b. Negotiate a settlement. c. Prosecute or defend a court case related to the claim. d. Pay you the amount required by this Policy. e. Take other action which will protect you. f. Cancel this policy paying the Policy Amount, then in force, and only those costs, attorneys' fees and expenses incurred up to that time which we are obligated to pay. 5. HANDLING A CLAIM OR COURT CASE. You must cooperate with us in handling any claim or court case and give us all relevant information. We are required to repay you only for those settlement costs, attorneys' fees and expenses that we approve in advance. When we defend your title, we have a right to choose the attorney We can appeal any decision to the highest court . We do not have to pay your claim until your case is finally decided. LIMITATION OF THE COMPANY'S LIABILITY. a. We will pay up to your actual loss or the Policy Amount in force when the claim is made - whichever is less. b. If we remove the claim against your title within a reasonable time after receiving notice of it, we will have no further liability for it. If you cannot use any of your land because of a claim against your title, and you rent reasonable substitute land or facilities, we will repay you for your actual rent until. • the cause of the claim is removed or we settle your claim C, The Policy Amount will be reduced by all payments made under this policy - except for costs, attorneys' fees and expenses. d. The Policy Amount will be reduced by any amount we pay to our insured holder of any mortgage shown in this Policy or a later mortgage given by you e. If you do anything to affect any right of recovery you may have, we can subtract from our liability the amount by which you reduced the value of that right. TRANSFER OF YOUR RIGHTS. When we settle a claim, we have all the rights you had against any person or property related to the claim. You must transfer these rights to us when we ask, and you must not do anything to affect these rights. You must let us use your name in enforcing these rights. We will not be liable to you it we do not pursue these rights or if we do not recover any amount that might be recoverable. With the money we recover from enforcing these rights, we will pay whatever part of your loss we have not paid. We have a right to keep what is left. ARBITRATION. If it is permitted in your state, you or the Company may demand arbitration. The arbitration shall be binding on both you and the Company. The arbitration shall decide any matter in dispute between you and the Company. The arbitration award may. • include attorneys' fees if allowed by state law • be entered as a judgment in the proper court . The arbitration shall be under the Title Insurance Arbitration Rules of the American Arbitration Association. You may choose current Rules or Rules in existence on Policy Date. The law used in the arbitration is the law of the place where the property is located. You can get a copy of the Rules from the Company. 9. OUR LIABILITY IS LIMITED TO THIS POLICY. This Policy, plus any endorsements, is the entire contract between you and the Company. Any claim you make against us must be made under this Policy and is subject to its terms. RESIDENTIAL OWNER'S POLICY OF TITLE INSURANCE American Land Title Association (611/67) Issued by Lawyers Title Insurance Corporation 111% Lawyers Title IMSLRANGE 6OBPORArioN Lawyers Title Insurance corporation P 0 Boa 45023 Jwkso ille, Florae 37132 -5023 Afin Claim s Depanmenl Form B 1086 -f00Z THANK YOU. Title insurance provides for the protection of your real estate investment. We suggest you keep this policy in a safe place where it can be readily available for future reference. If you have questions about title insurance or the coverage provided by this policy, contact the office that issued this policy. We thank you for choosing to do business with Lawyers Title Insurance Corporation, and look forward to meeting your future title insurance needs. iPh Lawyers Title Lawyers Title Company 5898 Copley Drive, 3rd Floor San Diego, CA 92111 Phone: (858) 650 -3900 Fax: (858) 458-0546 ALTA Residential Title Insurance Policy (June 1, 1987) POLICY OF TITLE INSURANCE ISSUED BY Lawyers Title Insurance Corporation SCHEDULE Amount of Insurance: $1,050,000.00 File No.: 310311887 Premium: $2,213.00 Endorsement Fees: $None Date of Policy: March 12, 2010 at 8:00 AM 1. Name of Insured Robert G. Taylor and Joan C. Taylor, husband and wife as community property with right of survivorship 2. Your interest in the land covered by this Policy is: A Fee 3. The land referred to in this policy is situated in the County of San Diego, State of CALIFORNIA, and is more particularly described in Exhibit "A" attached hereto and made a part hereof. File No. 310311887 EXHIBIT "A" THE LAND REFERRED TO HEREIN IS SITUATED IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOTS 15 AND 16 IN BLOCK 57 OF CARDIFF "A" IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1334, FILED THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, ON MAY 12, 1911. ASSESSOR'S PARCEL NUMBER: 260 - 404 -29 File No. 310311887 OWNER'S COVERAGE STATEMENT This policy insures your title to the land described in Schedule A - if that land is a one -to -four family residential lot or condominium unit. Your insurance, as described in this Coverage Statement, is effective on the Policy Date shown in Schedule A. Your insurance is limited by the following: - Exclusions on page 2 - Exceptions on Schedule B - Conditions on page 6 We insure you against actual loss resulting from: - Any title risks covered by this Policy - up to the Policy Amount and - Any costs, attorneys' fees and expenses we have to pay under this Policy Company's Duty to Defend Against Court Cases We will defend your title in any court case as to that part of the case that is based on a Covered Title Risk insured against by this Policy. We will pay the cost, attorneys' fees, and expenses we incur in that defense. We can end this duty to defend your title by exercising any of our options listed in Item 4 of the Conditions. File No. 310311887 SCHEDULEB EXCEPTIONS In addition to the exclusions, you are not insured against loss, costs, attorney's fees, and expenses resulting from: A. Property taxes, including general and special taxes, personal property taxes, if any, and any assessments collected with taxes, to be levied for the fiscal year 2010 -2011 which are a lien not yet payable. B. Supplemental or escaped assessments of property taxes, if any, assessed pursuant to the Revenue and Taxation Code of the State of California. 1. Any easements not disclosed by those public records which impart constructive notice and which are not visible and apparent from an inspection of the surface of said land. 2. Covenants, conditions and restrictions as set forth in the document Recorded: November 13, 1942 in Book 1425, Page 232, of Official Records This exception omits any covenant, condition or restriction based on race, color, religion, sex, handicap, familial status or national origin, unless and only to the extent that the covenant, condition or restriction (a) is not in violation of state or federal law, (b) is exempt under 42 U.S.C. Section 3607 or (c) relates to a handicap but does not discriminate against handicapped people. Said covenants, conditions and restrictions provide that a violation thereof shall not defeat the lien of any mortgage or deed of trust made in good faith and for value. END OF EXCEPTIONS Endorsements: NONE /)"'� r u p r • J r r t 401 t� BLK 60 t Lt' M- S mrcq CC4 ASYSSPIS YAP xo .." / � r a ✓ ✓✓_ , M j � I „ O • r fs :981110i�ca *•K Lwr O{'Mf�WA 51,v�iw�si>pFSa"ir v Ii11li yYY Y:, (r•sIY MM LOLL Sl6'JIYIlI(W O. NttO,YC dlplMrLF! 1-i r 260 -40 — t- -too' Yoo f® m� ©0 E2Or_J30 cmmummaa SCYSO H � �W �000� C�O�Op a rao * oae• lals an.o, wl x wr +n. WCn -]Ml•a MAP 1334 - CARDIFF A i� Lawyers Title NORTH COAST ESCROW 2146 ENCINITAS BLVD. ENCINITAS, CA 92024 Attn: DARLENE TIGHE Your Reference No: 5825DT 1- MAB 2 9 2011 L- - Lawyers Title Company 5898 Copley Drive, 3rd Floor San Diego, CA 92111 Phone: (858) 650-3900 Fax: (858) 458-0546 cis ,s Title Officer: Burland/ Stotler -LT email: tu31 @ltic.com Phone No.: (858) 650 -3900 Fax No.: (858) 650 -3992 File No.: 310311887 Property Address: 2156 Cambridge Avenue, City of Encinitas, California PRELIMINARY REPORT Dated as of February 12, 2010 at 7:30 a.m. In response to the above referenced application for a policy of title insurance, Lawyers Title - SO hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception below or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said policy forms. The printed Exceptions and Exclusions from the coverage and Limitations on Covered Risks of said Policy or Policies are set forth in Exhibit B attached. The policy to be issued may contain an arbitration clause. When the Amount of Insurance is less than that set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. Limitations on Covered Risks applicable to the CLTA and ALTA Homeowner's Policies of Title Insurance which establish a Deductible Amount and a Maximum Dollar Limit of Liability for certain coverages are also set forth in Exhibit B. Copies of the Policy forms should be read. They are available from the office which issued this report. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit B of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a policy of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the °ssuance of a policy of title insurance, a Binder or Commitment should be requested. File No: l 1, ; I l ;: SCHEDULE A The form of policy of title insurance contemplated by this report is: CLTA Homeowner's Policy of Title Insurance ALTA Loan 2006 The estate or interest in the land hereinafter des:ribed or referred to covered by this report is A Fee Title to said estate or interest at the date hereof is vested in Carol A. Holub, an unmarried woman as to an undivided 1/4 "' interest; Janet Poroly, an unmarried woman as to an undivided 1/4'h interest; and Nayyar Siddique, a single man as to an undivided 1/4'h interest; Michael Ames Clark, Trustee of the Michael Ames Clark Revocable Living Trust dated March 2, 2000 as to an undivided 1 /8t" interest and Bradley D. Maassen, Trustee of the Bradley D. Maassen Revocable Living Trust Dated March 2, 2000 as to an undivided 1/81" interest al! as '.enants in common The land referred to herein is situated in the C_ y of SAN DIEGO, State of California, and is described as follows: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF File No: 3 103 11887 EXHIBIT "A" THE LAND REFERRED TO HEREIN IS SITUATED I.% THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOTS 15 AND 16 IN BLOCK 57 OF CARDIFF "A" IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDliJG TC : ^.AP THEREOF NO. 1334, FILED THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, ON MAY 12, 1911. ASSESSOR'S PARCEL NUMBER: 260 - 404 -29 Page 3 File No: 310311887 SCHEDULE B - Section A The following exceptions will appear in policies when providing standard coverage as outlined below: 1. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 4. Any encroachment, encumbrance, violation, va: iation or adverse circumstance affecting the Title that would be disclosed by an accurate and compete land survey of the Land and not shown by the Public Records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the Public Records. Page 4 File No: 310311887 SCHEDULE B - Section B At the date hereof Exceptions to coverage in addit on to the printed exceptions and exclusions in said policy form would be as follows: A. Property taxes, including general and special taxes, personal property taxes, if any, and any assessments collected with taxes, to be levied for the fiscal year 2010 -2011 which are a lien not yet payable. B. Property taxes, including general and special taxes, personal property taxes, if any, and any assessments collected with taxes, for the fiscal year 2009 -2010. 1st Installment: $7,098.25, Paid 2nd Installment: $7,098.25, Open, This amount is valid until April 10, after which Trustor: penalties apply Penalty (including cost): $719.82, Due with installment amount if paid after April 10 Land Value: $1,305,285.00 Improvement Value: $26,530.00 Exemptions: NONE Code Area: 19006 Assessment No.: 260- 404 -29 C. Supplemental or escaped assessments of property taxes, if any, assessed pursuant to the Revenue and Taxation Code of the State of California. 1. Any easements not disclosed by those public records which impart constructive notice and which are not visible and apparent from an inspection of the surface of said land. 2. Covenants, conditions and restrictions as set forth in the document Recorded: November 13, 1942 in Book 1425, Page 232, of Official Records This exception omits any covenant, condition or restriction based on race, color, religion, sex, handicap, familial status or national origin, unless and only to the extent that the covenant, condition or restriction (a) is not in violation of state or federal law, (b) is exempt under 42 U.S.C. Section 3607 or (c) relates to a handicap but does not discriminate against handicapped people. Said covenants, conditions and restrictions provide that a violation thereof shall not defeat the lien of any mortgage or deed of trust made in good faith and for value. 3. A deed of trust to secure an indebtedness in the amount shown below, and any other obligations secured thereby. Amount: $941,250.00 Dated: January 13, 2006 Trustor: Carol a Holub, an unmarried woman and, Nayyar Siddique an unmarried man and, Janet Paroly, an unmarried woman Trustee: Christopher D. Davies Beneficiary: Mortgage Electronic Registration Systems, Inc., solely as nominee for Wachovia Mortgage Corporation, it's successors and assigns Recorded: January 20, 2006 as Instrument No. 2006- 0047302, of Official Records. Loan No.: Not Set Out Page 5 File No: 310311887 4. Any invalidity or defect in the title of Vestees in the event such trust is invalid or fails to confer sufficient powers in the trustees or in the event there is lack of compliance with the terms and provisions of the trust instrument. END OF SCHEDULE B EXCEPTIONS PLEASE REFER TO THE "NOTES AND REQUIREMENTS SECTION" WHICH FOLLOWS FOR INFORMATION NECESSARY TT COMPLETE THIS TRANSACTION Page 6 File No: 310311887 REQUIREMENTS SECTION: Req. No. 1: The Company will require a statement of information from the parties named below in order to complete this report, based on the effect of documents, proceedings, liens, decrees, or other matters which do not specifically describe said land, but which, if any do exist, may affect the title or impose liens or encumbrances thereon. Parties: Buyers and /or Sellers Req. No. 2: The Company will require that it be provided with either (i) a complete copy of the trust agreement and any amendments thereto certified by the trustee(s) to be a true and complete copy with respect to the hereinafter named trust, or (ii) a Certification, pursuant to California Probate Code Section 18100.5, executed by all of the current trustee(s) of the hereinafter named trust, a form of which is attached. Trust: The Michael Ames Clark Revocable Living Trust dated March 2, 2000 Req. No. 3: The Company will require that it be provided with either (i) a complete copy of the trust agreement and any amendments thereto certified by the trustee(s) to be a true and complete copy with respect to the hereinafter named trust, or (ii) a Certification, pursuant to California Probate Code Section 18100.5, executed by all of the current trustee(s) of the hereinafter named trust, a form of which is attached. Trust: The Bradley D. Maassen Revocable Living Trust Dated March 2, 2000 Req. No. 4: The Company will require a statement of information from the parties named below in order to complete this report, based on the effect of documents, proceedings, liens, decrees, or other matters which do not specifically describe said land, but which, if any do exist, may affect the title or impose liens or encumbrances thereon. Parties: Robert Taylor Req. No. 5: The Company will require a stater..�!n'. of information from the parties named below in order to complete this report, based on the effect of documents, proceedings, liens, decrees, or other matters which do not specifically describe said land, but which, if any do exist, may affect t "e title or impose liens or encumbrances thereon. Parties: Joan Taylor Page 7 File No: 310311887 INFORMATIONAL NOTES SECTION Note NO. 1: The information on the attached plat is provided for your convenience as a guide to the general location of the subject )roperty. The accuracy of this plat is not guaranteed, nor is it a part of any policy, report or guarantee to which it may be attached. Note N0. 2: The current owner does NO'.' ajaLfy or the $20.00 discount pursuant to the coordinated stipulated judgments entered into actions filed by both the Attorney General and private class action plaintiff for the herein described property. Note ND. 3: California insurance code section 12413.1 regulates the disbursement of escrow and sub - escrow funds by title companies. The law requires that funds be deposited in the title company escrow account and available for withdrawal prior to disbursement. Funds deposited with the company by wire transfer may be disbursed upon receipt. Funds deposited with the company via cashier's check or teller's check drawn on a California based bank may be disbursed on the next business day after the day of deposit. If funds are deposited with the company by other methods, recording and /or disbursement may be delayed. All escrow and sub - escrow funds received by the company will be c eposited with other escrow funds in one or more non - interest bearing escrow a_cc :i As of the company in a financial institution selected by the company. The cc:npany may receive certain direct or indirect benefits from the financial institution ey reason of the deposit of such funds or the maintenance of such accounts with such Financial institution, and the company shall have no obligation to account to the depositing party in any manner for the value of, or to pay to such party, any benefit received by the company. Those benefits may include, without limitation, credits allowed by such financial institution on loans to the company or its parent comoany and earnings on investments made with the proceeds of such loans, accounting, reporting and other services and products of such financial institution. Such benefits shall be deemed additional compensation of the company for its services in colnection with the escrow or sub - escrow. WIRING INSTRUCTIONS FOR THIS OFFICE ARE: Union Bank 1980 Saturn Street, V03 -012 Monterey Park, CA 91755 (800) 849 -6466 ABA # 122000496 CREDIT TO: Lawyers Tit!^ ACCOUNT #:9101081355 RE: 310311887 PLEASE INDICATE Lawyers Ti':r- - So TITLE ORDER NUMBER File No: 310311887 Note No. 4: The charges which the company w1l make for next day messenger services (i.e. Federal Express, UPS, DHL, Airborne, Express mail, etc.) are $15.00 per letter, standard overnight service, and $25.00 for larger size packages and /or priority delivery services. Such charges include the cost of such messenger service and the company's expenses for arranging such messenger service and its overhead and profit. Special messenger services will be billed at the cost of such services. There will be no additional charge for pick -up or delivery of packages via the company's regularly scheduled messenger runs. Note No. 5: None of the items shown in this rcpert will cause the Company to decline to attach CLTA Endorsement Form 100 tc a7. ALTA Loan Policy, when issued. Note NO. 6: The following information will be included in the CLTA Form 116 Endorsement to be issued pursuant to this order: There is located on said land: A Single Family Residence Known as: 2156 Cambridge Avenue, City of Encinitas, California Note NO. 7: There are no conveyances affect n j said land recorded within 24 months of the date of this report. Note No. 8: THIS COMPANY REQUIRES CURRENT BENEFICIARY DEMANDS PRIOR TO CLOSING. If the demand is expired and a cur. ent demand cannot be obtained, our requirements will be as follows: (a) If this Company accepts a verbal update on the demand, we may hold an amount equal to one monthly mortgage payment. This hold will be in addition to the verbal hold the lender may ha• a stipulated. (b) If this Company cannot 21 :.air. a verbal update on the demand, we will either pay off the expired demar�, or wait for the amended demand, at our discretion. (c) All payoff figures are ve-fled at closing. If the customer's last payment was made within 15 days of closing, our Payoff Department may hold one month's payment to insure check has cleared the bank (unless a copy of the cancelled check is provided, in which case there vi,,.l be no hold). Processor: VS Date Typed: February 25, 2010 Page 9 File No: 310311887 Exhibit B (Revised 11- 17 -06) CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY — 1990 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage j� this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building or zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now cr hereafter erected or the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or yove-rmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien, or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Polcy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred pr ur w )ate of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) whether or not recorded in the public records at Date of Policy but created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claiment prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage or for the estate or interest insured by this policy. 4. Unenforceability of the lien of the insured mortgage because if the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness. to comply with the applicable doing business laws of the state in which the land is situated. S. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any claim, which arises out of the transaction vesting in the insured the estate of interest insured by this policy or the transaction creating the interest of the insured lender, by reason of the operation of federal bankruptcy, state insolvency or similar creditors' rights laws. EXCEPTIONS FROM COVERAGE - SCHEDULE B, PART I This policy does not insure against loss or damag^ (and the C:. :ny xill noL pay costs, attorneys' fees or expenses) which arise by reason of: 1.Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession Ciereof. 3. Easements, liens or encumbrances, or claims thereof, which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area e- icioachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. S. (a) Unpatented mining claims; (b) reservations or exceptim n patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. CLTA HOMEOWNER'S POLICY OF TITLE INSURANCE (10/22/03) ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE I #14118[10ONF7 In addition to the Exceptions in Schedule B, You are not insured agairst loss, costs, attorneys' fees, and expenses resulting from: 1. Governmental police power, and the existence or violation c.` any law or government regulation. This includes ordinances, laws and regulations concerning: a. building b. zoning c. Land use d. improvements on the Land e. Land division f. environmental protection This Exclusion does not apply to violations or the enforcement. o, these matters if notice of the violation or enforcement appears in the Public Records at the Policy Date. This Exclusion does not limit the coverage described in Covrtr A '.isF 14, 15, 16, 17 or 24. File No: 310311887 2. The failure of Your existing structures, or any part of them, Le ee constructed in accordance with applicable building codes. This Exclusion does not apply to violations of building codes if net: -c : f the violation appears in the Public Records at the Policy Date, 3. The right to take the Land by condemning it, unless: a. a notice of exercising the right appears in the Puthc R. -o , s a'. ie Pobcy Date; or b. the taking happened before the Policy Date and is brnP F f you bought the Land without Knowing of the taking. 4. Risks: a. that are created, allowed, or agreed to by You, whether or not they appear in the Public Records; b. that are Known to You at the Policy Date, but not to Us, unless they appear in the Public Records at the Policy Date; c. that result in no loss to You; or d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk 7, 8.d, 22, 23, 24 or 25. 5. Failure to pay value for Your Title. 6. Lack of a right: a. to any Land outside the area specifically described and re: -.r red to in paragraph 3 of Schedule A; and b. in streets, alleys, or waterways that touch the Land. This Exclusion does not limit the coverage described in Cove: :. -.Isk 11 or 18. LIMITATIONS C% COVERED RISKS Your insurance for the following Covered Risks is limited on Lhe Q'.vr,er s Coverage Statement as follows: For Covered Risk 14, 15, 16 and 18, Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A. The deductible amounts and maximum dollar limits shown on Sc: edule A are as follows: AMERICAN LAMD ?TTLG ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY (6 -1 -87) EXCLUSIONS In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Govemmental police power, and the existence or violation of and law or government regulation. This includes building and zoning ordinances and also laws and reguatons concerning: • land use • improvements on the land • land division • environmental protection This exclusion does not apply to violations cr toe enforcement _ i tf.cs matters which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in ms 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless: • a notice of exercising the right appears in the public re. or 6 : he Policy Date • the taking happened prior to the Policy Date and is bird-n, ^u if you bought the land without knowing of the taking 3. Title Risks: • that are created, allowed, or agreed to by you • that are known to you, but not to us, on the Policy Dare -- unless they appeared in the public records • that result in no loss to you • that first affect your title after the Policy Date -- this does r)t limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: • to any land outside the area specifically described and e.c r A 'o in Item 3 of Schedule A OR • in streets, alleys, or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of ,1ve :ed Title Risks. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10- 17 -92) WITH ALTA ENDORSEMENT -FORM 1 COVERAGE EXCLUSIONS`7�OA COVERAGE The following matters are expressly excluded from the coverage c i tkis policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1.(a)Any law, ordinance or governmental regulation. (in u, - LA not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, p- efibding x rele 's r, the .,ccipancy, use, or enjoyment of the land; (ii) the Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 14: 1% of Policy Amount or $2,500 <' 0,_00 (whichever is less) Covered Risk 15: 1% of Policy Amount or $5,000 t 5,Anc (whichever is less) Covered Risk 16: 1% of Policy Amount or $5,000 $25,000 (whichever is less) Covered Risk 18: 1% of Policy Amount or $2,500 " !;,0T0 (whichever is less) AMERICAN LAMD ?TTLG ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY (6 -1 -87) EXCLUSIONS In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees, and expenses resulting from: 1. Govemmental police power, and the existence or violation of and law or government regulation. This includes building and zoning ordinances and also laws and reguatons concerning: • land use • improvements on the land • land division • environmental protection This exclusion does not apply to violations cr toe enforcement _ i tf.cs matters which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in ms 12 and 13 of Covered Title Risks. 2. The right to take the land by condemning it, unless: • a notice of exercising the right appears in the public re. or 6 : he Policy Date • the taking happened prior to the Policy Date and is bird-n, ^u if you bought the land without knowing of the taking 3. Title Risks: • that are created, allowed, or agreed to by you • that are known to you, but not to us, on the Policy Dare -- unless they appeared in the public records • that result in no loss to you • that first affect your title after the Policy Date -- this does r)t limit the labor and material lien coverage in Item 8 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: • to any land outside the area specifically described and e.c r A 'o in Item 3 of Schedule A OR • in streets, alleys, or waterways that touch your land This exclusion does not limit the access coverage in Item 5 of ,1ve :ed Title Risks. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10- 17 -92) WITH ALTA ENDORSEMENT -FORM 1 COVERAGE EXCLUSIONS`7�OA COVERAGE The following matters are expressly excluded from the coverage c i tkis policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1.(a)Any law, ordinance or governmental regulation. (in u, - LA not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, p- efibding x rele 's r, the .,ccipancy, use, or enjoyment of the land; (ii) the File No: 310311887 character, dimensions or location of any improvement now cr hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect lion or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records et Date of Policy. (b) Any governmental police power not excluded by (a) above. except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a vc'aboi or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof 'ias been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior t; late of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other ma -.r-. (a) created, suffered, assumed or agreed to by the insured -tau ar, . (b) not known to the Company, not recorded in the pubb: rec,,ds at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured cla,ma, c prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services, labo• or material or to the extent insurance is afforded herein as to assessments for street improvements under construction or _ompleted at Date of Policy); or (e) resulting in loss or damage which would not have been 5 ;stained if the insured claimant had paid value for the insured mortgage. 4.Unenforceability of the lien of the insured mortgage bec-us. f 't'.e matildy or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebte9.i.- s. tc comply with applicable doing business laws of the state in which the land is situated. S. Invalidity or unenforceability of the lien of the insured mcrtgeg o. claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consu:oier credit protection or truth in lending law. 6. Any statutory lien for services, labor or materials (or the claim -Y priority of any statutory lien for services, labor or materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is contracted for and commenced subsequent to Date of Policy and is not financed :n whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has edvam ed or s obligated to advance. 7. Any claim, which arises out of the transaction creating the merest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar ced :ors' rights laws, that is based on: (i) the transaction creating the interest of the insured m: r,• -- a '7eing deemed a fraudulent conveyance or fraudulent transfer; or (ii) the subordination of the interest of the inscrcd r.- e , a -r;ult of the application of the doctrine or equitable subordination; or (iii)the transaction creating the interest of the insured °.0 t.iayee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. The above policy form may be issued to afford either Standard r overage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard i:a a age policy will also include the following General Exceptions: EXCEFTION5 "001.1 COVERAGE This policy does not insure against loss or damage (and the Z.no-iny will not pay costs, attorneys' fees or expenses) which arise by reason of: l.Taxes or assessments which are not shown as existing hers by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or as, essments. or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown b ':hc public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession C-.e. eol. 3. Easements, liens or encumbrances, or claims thereof v &co z ,ot. shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in arte.. t ic-achmenis, or any other facts which a correct survey would disclose, and which are not shown by the p iblic records. S. (a) Unpatented mining claims; (b) reseneLOrs cr ^xcer Cc ra'ents cr in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or rot ;he matters ex. °-'.e, uneer ra), (b) or (c) are shown by the public records. 2006 ALTA LOAN POLICY (06- 17 -06) EXCLUSIONS FOOel. COVERAGE The following matters are expressly excluded from the r: ti's policy and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reas.,n of. 1. (a) Any law, ordinance, permit, or governmental regulabou (ir. dreg those relating to building and zoning) restricting, regulating, prohibiting, or relating to (1) the occupancy, use, or enjoyment 0 the Land; (ii) the character, dimensions, or location of any improvement erected on the Land; (Ili) the subdivision of land; or (iv) environmental protection; or the effect of any violation of these laws ordinances, o, 3overnme9tai regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. File No: 310311887 (b) Any governmental police power. This Exclusion 1(b) does rot modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or .mit the coverage provided under Covered Risk 7 or B. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed L^ by the lnsured Claimant; (b) not Known to the Company, not recorded in the Public ke:ro -ds at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Cl, i e i:. prwr to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant (d) attaching or created subsequent to Date of Policy (however, this dces not modify or limit the coverage provided under Covered Risk 11, 13, or 14); or (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4.Unenforceability of the lien of the Insured Mortgage because cf the inability or failure of an Insured to comply with applicable doing - business laws of the state where the Land is situated. S. Invalidity or unenforceability in whole or in part of the lier of Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or an,- conco rcr ere 1L oro'ection or truth -in- lending law. 6. Any claim, by reason of the operation of federa: bankrupts •, : -'e'e .Ise'vency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage, is (a) a fraudulent conveyance or fraudulent transfer, or (b) a preferential transfer for any reason not stated in Cover s4 13(b) of ;his policy. 7. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Covered Risk 11(b). The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverag : in i Stardard C 3.,%i r.ge policy • 11 also include the following Exceptions from Coverage: EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) that arise by reason of: 1. (a) Taxes or assessments that are not shown as existing liens by t!-,e records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that zre not shown ty the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons In possessor. rf 'h,- Land 3. Easements, liens or encumbrances, or claims thereof, not shover. by 'he Public Records. 4. Any encroachment, encumbrance, violation. variation, or edv ^re circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not sho vn b'; the Public Records. 5.(a) Unpatented mining claims; (b) reserva'ions or xxcep'ic: n ❑'enis :r in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters cx -: 'e,_ •. nde (a), (b) or (c) are shown by the Public Records. AMERICAN LAND TITLE ASSOC" ITON OWNER'S POLICY (10- 17 -92) EXCLUSIONS°"Ov COVERAGE The following matters are expressly excluded from the coverege c f this policy and the Company will not pay loss or damage, Costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (inc!;:dr. ig bul not !united to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting ❑: relating '.o ti; the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of arc, improvement re•v or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or a ;y parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, orb. iances or governmental regulations, except to the extent that a notice of the enforcement thereof cr a notice of a defer !. °n -r ^_ i-cumbrance �esulting from a violation or alleged violation affecting the land has been recorded in the oubhc record, at ae.'e or Policy. (b) Any governmental police power not excluded by (al a'aove. except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a v c+atio- or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof vas been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Foil, :y which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse Claims or other matt -rs (a) created, suffered, assumed or agreed to by the insured dm^ 3n:; (b) not known to the Company; not recorded In the publ re -ds at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by ':he ::is, ,: - 'o t'r- date the insured claimant became an Insured under this policy; (c) resulting in no loss or damage to the insrr' -1t t (d) attaching or created subsequent to Date of Po.JL, „F (e) resulting in loss or damage which would not have been •. stained if the insured claimant had paid value for the estate or interest insured by this policy. 4. Any claim, which arises out of the transaction vesting in the msured the estate or interest insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the estate or • nterest : isured th¢ policy being deemed a fraudulent conveyance or fraudulent transfer; or File No: 310311887 (ii) the transaction creating the estate or interest inSurej b; the policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; r. (b) of such recordation to impart notice to a purchaser fcr.c ue or a judgment or lien creditor. The above policy form may be issued to afford either Standard Coverage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Coverage Policy v ill also include the following General Exceptions: EXCEPTIONS `ROM COVERAGE This policy does not insure against loss or damage (and the Compmy will not pay costs, attorneys' fees or expenses) which arise by reason of: 1.Taxes or assessments which are not shown as exIsbnr. lies- ;:y the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or rssessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests or claims which are not shown by the public records but which could be ascertained by an inspection of the land or which may be asserted by persons in possession ',ie: eo' 3. Easements, liens or encumbrances, or claims thereof, whic.i are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, eiouachments, or any other facts which a correct survey would disclose, and which are not shown by the public records. 5.(a) Unpatented mining claims; (b) reservations or exceptions -n patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b) or (c) are shown by the public records. 2006 A! 7A ^WVrP'S POLICY (06- 17 -06) curt n•.TQrC r gnrr CLI%1 RAGE The following matters are expressly excludes. 'ro i t.*- _overage e Uiic policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1. (a) Any law, ordinance, permit, or governmental regulation (inc:eding those relating to building and zoning) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment of the Land; (fi) the character, dimensions, or location of any improvere•it erected on the Land; (Ili) the subdivision of land; or (Iv) environmental protection; or the effect of any violation of these laws ordrnan :es xrnniert-' regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered ;iisk S. (b) Any governmental police power. This Excic =:on 1(b) does mo[Ify or I:m•t the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does lint modify or ;r.r, t L'ic coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the insured Claimant, (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimart prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (PC.wn er th's does not modify or limit the coverage provided under Covered Risk 9 and 10); or (e) resulting in loss or damage that would :;:t t ,ve b :en e rt -: e ' the 'n. -ed Claimant had paid value for the Title. 4.Any claim, by reason of the operation of f•. - -.:a ':a- r rt:•, 1 -�, c-.c 3r similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A i, (a) a fraudulent conveyance or fraudulent ' a:, x,, i (b) a preferential transfer for any reason no' stated in Cove-el 9 of this polity. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other I is,rumert of transfer in the Public Records that vests Title as shown in Schedule A. The above policy form may be issued to afford either Standard Cc,. rage or Extended Coverage. In addition to the above Exclusions from Coverage, the Exceptions from Coverage in a Standard Cc,rage policy • %,ill also include the following Exceptions from Coverage: evrEPTIONSrROM COVCRAGE This policy does not insure against loss or dai .age (and tt.e '_un,pa ny will nct pad costs, attorneys' fees or expenses) that arise by reason of: 1. (a) Taxes or assessments that are not shown as existing lens 'i • G e records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result In taxes or assessments, or notices of such proceedings, whether or rot shown by the records of such agency or by the Public Records. 2. Any facts, rights, interests, or claims that are not shown by the Politic Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 3. Easements, liens or encumbrances, or claims thereof, not :hov -•. by ate Public Records. 4. Any encroachment, encumbrance, violation va- ration, or adv •r,e arcumstance affecting the Title that would be disclosed by an accurate and complete land survey of the i _ nc r' i > j' s` 'u..: I ecards. 5.(a) Unpatented mining claims; (b) reset• i.- :1 t .it_ u ir. Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether c ,t : i e-s - -rte: ',,. ;b) or (c) are shown by the Public Records. File No: 310311887 ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (10 /13/01) EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the covereg° _f this policy and the Company will not pay loss or damage, costs, attorneys fees or expenses which arise by reason of: 1.(a)Any law, ordinance or governmental regu!alior (.rc. vd r' but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibilmg or re :,. c'j to (i) the occupancy. use, or enjoyment of the Land; (it) the character, dimensions or location of any improve:nenl ❑o tereafter erected on the Land; (iii) a separation in ownership or a change in the dimensions or areas of the Land cr ari, G ircel of which the Land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that s notice of the enforcement thereof or a notice of a defect Pen o- encumbrance resulting from a violation or alleged violation affecting the Land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the coverage provided under Covered Risks 12, 13, 14, and i6 of this pcic:y. (b) Any governmental police power not excluded by (a) cbeve except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a ,c'-,tin or alleged violation affecting the Land has been recorded in the Public Records at Date of Policy. This exclusion does icl limit the coverage provided under Covered Risks 12, 13, 14, and 16 of this polity. 2. Rights of eminent domain unless notice of the exercise thereof ;.as been recorded in the Public Records at Date of Policy, but not excluding from coverage any taking which has occurred prior re Date of Policy which would be binding on the rights of a purchaser for value without Knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the Insure: Clair. ant; (b) not Known to the Company, not recorded in the Public Records it Cate of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimarl prior to the date the Insured Claimant became an Insured under this policy; (c) resulting In no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy (this parav27h does not limit the coverage provided under Covered Risks 8, 16, 18, 19, 20, 21, 22, 23, 24, 25 and 26); or (e) resulting in loss or damage which would not have be -r sus ;e;ned if !;:e Insured Claimant had paid value for the Insured Mortgage. 4. Unenforceability of the lien of the Insured Mortgage .ecaus c: :he Inabd::y or failure of the Insured at Date of Policy, or the inability or failure of any subsequent own, o; 'he .deb 1 „ c corm: y with applicable doing business laws of the state in which the Land is situated. S. Invalidity or unenforceability of the lien of the Insured Mcrg-c 2, w claim thereof. which arises out of the transaction evidenced by the Insured Mortgage and is based upon usury. excep'.- as provided in Covered Risk 27, or any consumer credit protection or truth in lending law. 6. Real property taxes or assessments of any governmental authority which become a lien on the Land subsequent to Date of Policy. This exclusion does not limit the coverage provided under Covered Risks 7, 8(e) and 26. 7.Any claim of invalidity, unenforceability or lack of priority of the !en of the Insured Mortgage as to advances or modifications made after the Insured has Knowledge that the vestee s c+ °n in Sche Jule A .s no longer the owner of the estate or interest covered by this policy. This exclusion does not limit the co� erage p-evided in Covered Risk 8. 8. Lack of priority of the lien of the Insured i-1o,tjaje as t r �,:r. avid every advance made after Date of Policy, and all interest charged thereon, over liens, encumbrances and other martyr; a`ectmg the title, the existence of which are Known to the Insured at: (a) The time of the advance; or (b) The time a modification is made to the terms of the Insure[, Mortgage which changes the rate of interest charged, if the rate of Interest is greater as a result of the modification than I' NOUld have been before the modification. This exclusion does not limit the coverage provided in Covered Risk 8. 9. The failure of the residential structure, or any portion thereof to have been constructed before, on or after Date of Policy in accordance with applicable building codes. This exclusion does not apply to violations of building codes if notice of the violation appears in the Public Records at Date of Policy. Lawyers Title Lawyers Title Company 5898 Copley Drive, 3rd Floor VA L. INSURANCE CORPORATION San Diego, CA 92111 Phone: (858) 650 -3900 Fax: (858) 458 -0546 Order No. 310311887 Notice of Ava ?iab!e Discounts Pursuant to Section 2355.3 in Title 10 of the C f.:n � _ude of Regulations Fidelity National Financial, Inc. and its subsidiaries ( "FNF ") must deliver a .:e of each discount available under our current rate filing along with the delivery of escrow instructi:; s, a preliminary report or commitment. Please be aware that the provision of this notice does not :or.stitute a waiver of the consumer's right to be charged the filed rate. As such, your transactior may not qualify for the below discounts. You are encouraged to discuss the applicability of one or more of the below discounts with a Company representative. These discounts are generally describe. below; consult the rate manual for a full description of the terms, conditions and requiremerts for such discount. These discounts only apply to transactions involving services rendered Ly the ?IF family of Companies. This notice only applies to transactions involving property improved with �! or: ^ -to -`cur family residential dwelling. FNF Underwritten Title Company FNF Underwriter LTC - Lawyers Title Company LTIC - Lawyers Title Insurance Corp FEE REDUCTION SETTLEMENT PROGRAM (LTC ?rd LTIC) Eligible customers shall receive a $20.00 reducb:•::n their title and /or escrow fees charged by the Company for each eligible transaction in accorda -c , nth the terms of the Final Judgments entered in The People of the State of California. DISASTER LOANS (LTIC) The charge for a Lender's Policy (Standard x Extended coverage) covering the financing or refinancing by an owner of record, within 24 months of the date of a declaration of a disaster area by the government of the United States or the State of California on any land located in said area, which was partially or totally destroyed in the disaster, vrlli be 50% of the appropriate title insurance rate. SHORT TERM RATE (LTIC) If there is an insured owner and an order 1`3 '.'Je insurance is placed within sixty (60) months following the effective date of any prior policy J any title 'nsurer, the charge will be 80% of the appropriate title insurance rate. EMPLOYEE RATE (LTC and LTIC) No charge shall be made to en-.plcyees (rcluding e nployees on approved retirement) of the Company or its underwritten, subsidiary or affiliated title cc rpanies for policies or escrow services in connection with financing, refinancing, sale or purchase of tl-^ employees' bona fide home property. Waiver of such charges is authorized only in connection vith those costs which the employee would be obligated to pay, by established custom, as a party to the Lr=, sactiun. i ,Lawyers Title CORPORATION Lawyers Title Company 5898 Copley Drive, 3rd Floor San Diego, CA 92111 Phone: (858) 650 -3900 Fax: (858) 458 -0546 Order No: 310311887 -LTSD "'Notice to Customers" (Involves Residential Real Property in California ONLY) You may be entitled to receive a $20.00 disc,wit on escrow services if you purchased, sold or refinanced residential property in California betw> 2r- h1a, 19, 1995 and November 1, 2002. If you had more than one qualifying transaction, you may be e it :' ed to nnultiple discounts. If your previous transaction invo!., c .le s "ME: T. J L ;_ .ac ubject of your current transaction, you do no have to do anything the Comf an, ^ ;l' r o%-de ':he disc)unt, provided you are paying for escrow or title services in this transaction. If your previous transaction involved property different from the property that is subject of your current transaction, you must - prior to the close cf the current transaction - inform the Company of the earlier transaction, provide the address of ti. -.: pr)perty mvolved in the previous transaction, and the date or approximate date that :he escrow cic5ea t: be e':gibie for the discount. Unless you inform the Company if the prior t.ar,ac'.ion on property that is not the subject of this transaction, the Company has no obligation to coi : ucL an investigation to determine if you qualify for a discount. If you provide the Company information concerning a prior transaction, the Company is required to determine if you quality for a discount which is subject to other terms and conditions. Name: Address: Telephone No: N s Ts Title Lawyers Title Company 5898 Copley Drive, 3rd Floor San Diego, CA 92111 Phone: (858) 650 -3900 Fax: (858) 458 -0546 Order No: 310311887 -LTSD "Notice to Customers" (Involves Residential Real Property in California ONLY) You may be entitled to receive a $20.00 discount on escrow services if you purchased, sold or refinanced residential property in California between May 19, 1995 and November 1, 2002. If you had more than one qualifying transac_ion, you may be entitled to multiple discounts. If your previous transaction involved the same pre{.erty thai is the subject of your current transaction, you do no have to do anything: the Company will provide the discount, provided you are paying for escrow or title services in this transaction. If your previous transaction involved property c'iferent from the property that is subject of your current transaction, you must - prior to the clo =e .f Uie currenL transaction - inform the Company of the earlier transaction, provide the address o '-l-,. )r,)perty involved in the previous transaction, and the date or approximate date that the escrow cl�s to be eligible for the discount. Unless you inform the Company if the prior transaction on property that is not the subject of this transaction, the Company has no obligation to conduct an investigation to determine if you qualify for a discount. If you provide the Company information concerning a prior transaction, the Company is required to determine if you quality for a discount which is subject to other terms and conditions. Name: Address: Telephone No: Order No: 310311887 - LTSD - Burland/ Stotler -LT CERTIFICATION! OF TRUST California Probate C, de Section 18100.5 The undersigned declare(s) under penalty of perjury under the laws of the State of California that the following is true and correct: 1. The Trust known as executed on is a valid and existing trust. 2. The names of the settlors of the Trust are: 3. The names of the currently acting trustees are: 4. The trustees of the Trust have the following polvers (initial applicable line(s)): Power to acquire aJd,tlona! prcl:erty. Power to sell and execute deed=. Power to encumber, and execute deals of trust. Other: 5. The Trust is (check one): Revocable Irrevocable If revocable, who may revoke the Trust? 6. Are all trustees required to execute the po,. ers of the trustee? Yes No If no, explain trustee's authority: 7. Title to Trust assets is to be take f as follows 8. The Trust has not been revoked, modified o- arner.ded in any manner which would cause the representations contained herein to be incorrect. 9. The trustees signing below are all of the currently acting trustees. 10. The trustees signing below may be required to provide copies of excerpts from the original Trust documents which designate the trustees and confer the power to act in the pending transaction. Dated: Print Name: Print Name: STATE OF CALIFORNIA }ss. COUNTY OF On before me, a Notary Public, personally (he,e insert name and title of the officer) appeared who proved to me on the basis c: aL.sfado p d ce Lo be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledge[ to me . -'. 1,,,/- he /f,.ey executed the same in his /her /their authorized capacity(ies), and that by his /her /C�eir signatu-e, a)' r t.-.e Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph Is true and correct. WITNESS my hand and official seal. Signature (This area for notary stamp) Trust Certification (03/03) Order No: 310311887 - LTSD - B.rrland/ Stotler CERTIFIC^TION OF TRUST California Pnbele de Section 18100.5 The undersigned declare(s) under penalty of perjury under the laws of the State of California that the following is true and correct: 1. The Trust known as executed on , s a valid and existing trust. 2. The names of the settlers of he Trust are: 3. The names of the currently acting trustees are: 4. The trustees of the Trust have the following pewers (initial applicable line(s)): Power to acquire additional p. open, . Power to sell and execute Ieec',, Power to encumber, and exca t _ c 'ed_ of trust. Other: 5. The Trust is (check one): Revocaile . Irrevocable If revocable, who may revoke the Trust? 6. Are all trustees required to execute the po:;e -s of the trustees Yes No If no, explain trustee's authority: 7. Title to Trust assets is to be taken as faller s: 8. The Trust has not been revoked, modified or amended in any manner which would cause the representations contained herein to be incorrect. 9. The trustees signing below are all of the currently acting trustees. 10. The trustees signing below may be require: tc )rov!de copies of excerpts from the original Trust documents which designate the trustees and c,.,fer the power to act in the pending transaction. Dated: Print Name: STATE OF CALIFORNIA COUNTY OF }ss Print Name: On l:efore me. , a Notary Public, personally (here nsert name and title of the officer) appeared who proved to me on the basis of satisfactory evide-.ce to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his /her /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the !aws o' the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Trust Certification (03/03) (This area for notary stamp) J ` v V i 37 n % 1�1 401 BLK F 261 3 P 0 fs b./S-> N mm CWNi S swfI'S YAP i 3GO PAGE 40 v �o i pP �. 1 ASLIEUFdiz WY0f11Ea�1Yi51gAM 9ASF WWAGYEIS M.,v NOl LOWLY YMTi LOCAL 911BOINSx1N pt &14MxG gtDM1NCE5 0 260 -40 1' =100' 01542M na Au. CHANGES t9 l 10x11 on I. GGNOo Lon 3f1.<.O, ax SE. YAP IS w 1 -7"7W MAP 1334 - CARDIFF A N i W_ _, Sampo Engineering, Inc. Land Planning, Civil Engineering, S nI �4AR 2 9 2011 PRELIMINARY HYDROLOGY STUDY FOR GUTMAN RESIDENCE 2156 CAMBRIDGE AVENUE CARDIFF, CA 92007 APN: 260- 404 -29 March 21, 2011 j.n. 10 -105 1034 Second Street • Encinitas, CA 92024 • phone: 760- 436 -0660 • fax: 760436 -0659 info@sampoengineering.com N a Sampo Engineering, Inc. l..ed Plsuomg, (Ml F:uRlmrerina, `urverioy„ !11�pplpl 1 s Vince Sampo, PE, PLS President 760436 -0660 office 760 - 436 -0659 fax vince(i sampoengineering.com 1034 Second Street, Encinitas, CA 92024 N L w_ r Sampo Enaineerinu, Inc, 1 land Planning, Civil Engineering, 5 Table of Contents Page Title Page 1 Table of Contents 2 Introduction letter 3 Hydrology: Existing Drainage Management Area 1 4 Hydrology: Proposed Drainage Management Area 1 5 Appendix Runoff Coefficients for Urban Areas Chart (Table 3 -1) 6 Intensity - Duration Design Chart (Figure 3 -1) 7 Rational Formula — Overland Time of Flow Nomogragh (Figure 3 -3) 8 Rainfall Isopluvial — 100 Year Rainfall Event — 6 Hours 9 Rainfall Isopluvial — 100 Year Rainfall Event — 24 Hours 10 Drainage Maps (Existing & Proposed) rearjacket 1034 Second Street ♦ Encinitas, CA 92024 ♦ phone: 760 - 436 -0660 • fax: 760436 -0659 info@sarnpoengincering.com 2 N 1 Samoo Engineering. Inc. w�e land Planning, Civil Engineering, Surveying, Mapping j.n. 10-105 s March 21, 2011 HYDROLOGY STUDY FOR: Gutman Residence, 2156 Cambridge Avenue, Cardiff, CA 92007, APN: 260 - 404 -29 Criteria: 1. Use the current County of San Diego Hydrology Manual "Rational Method ". 2. Design for a 100 -year frequency storm using the County of San Diego 6 hour and 24 hour precipitation isopluvials. 3. Runoff coefficients are based on soil type "D ". "C" factors have been weighted based on the individual "C" factors for different surfaces (i.e. concrete= 0.95), and the areas of the individual surfaces. 4. Times of concentration (Tc) are determined from the urban overland flow formula. 5. Refer to the attached drainage map for basin areas and locations. Introduction: 1. The subject property is approximately 0. 115 gross acres and is located on the westerly side of Cambridge Avenue, northerly of the intersection with Chesterfield Drive, in the City of Encinitas. The property is currently developed with a single - family residence, driveway, landscaping, etc. The subject property descends from Cambridge Avenue westerly to the alley at an approximate grade of 12 percent. This project proposes to maintain the historical drainage patterns. 2. The project proposes to construct a new single -family residence, permeable pavers driveway, landscaping, any associated improvements, etc. This project proposes to construct concrete alley improvements and drain northerly to the existing storm drain. A minor increase in flow is anticipated for the project area due to the proposed permeable pavers driveway and bioretention basin. Please see attached calculations for anticipated increase in flow from the proposed development. 3. The project proposes less than 5,000 square feet of impervious surface area for the driveway area, thereby classifying the project as a "standard" priority project. 1034 Second Street ♦ Encinitas, CA 92024 ♦ phone: 760 - 436 -0660 ♦ fax: 760- 436 -0659 info @sampoengi neeri ng.com DRAINAGE STUDY CALCULATOR JN: 10 -105 JONES DATE: March 21, 2011 INITIALS: JO DESCRIPTION: Lots 15 & 16, Block 57, Map 1334 Existing residence 2156 Cambridge Avenue tributary to alley west of subject property. AREA = 5,000 SF = 0.115 AC. C = 0.35(2,865SF) + 0.95(2,135 SF) 5,000 SF To = 1.8(1.1- .35)(100) "(1 /2) (12) "(1/3) 1100 = 7.44(2.5)(5.9) "( -.645) _ 0.61 13_50 = 5.9 2.29 5.92 IN /HR 100 = (0.61)(5.921N/HR)(0.115AC) = 0.4 CFS MINUTES DRAINAGE STUDY CALCULATOR JN: 10 -105 JONES DATE: March 21, 2011 INITIALS: JO DESCRIPTION: Lots 15 & 16, Block 57, Map 1334 Existing residence 2156 Cambridge Avenue tributary to alley west of subject property. AREA = 5,000 SF= 0.115 AC. C = 0.35(2 568 SF) + 0.55(382 SF) + 0.95(2,050 SF) = 0.61 5,000 SF TC1 = 1.8(1.1- .35)(17)"(1/2) 5.57 = 4.4 MINUTES (2) "(1/3) 1.26 TC2 = DISTANCE 87' _ = 0.7 MINUTES VELOCITY 2 FPS TC = Tc1 + Tc2 = 5.1 MINUTES 1100 = 7.44(2.5)(5.1) "( -.645) = 6.47 IN /HR 100= (0.61)(6.471N/HR)(0.115 AC) Therefore, the minor increase in flow tributary to the alley to the west is: 0.45 - 0.41 = 0.04 CFS San Diego County Hydrology Manual Date: June 2003 Land Use NRCS Elements Undisturbed Natural Terrain (Natural) Low Density Residential (LDR) Low Density Residential (LDR) Low Density Residential (LDR) Medium Density Residential (MDR) Medium Density Residential (MDR) Medium Density Residential (MDR) Medium Density Residential (MDR) High Density Residential (HDR) High Density Residential (HDR) Commercial/Industrial (N. Com) Commercial/industrial (G. Com) Commercial/Industrial (O.P. Com) Commercial/Industrial (Limited L) Section: 3 Page: 6 of 26 Table 3 -1 RUNOFF COEFFICIENTS FOR URBAN AREAS Im Elements I %IMPER. A Permanent Open Space 0• 0.20 0.25 0.30 0.35 Residential, 1.0 DU /A or less 10 0.27 0.32 0.36 0.41 Residential, 2.0 DU /A or less 20 0.34 0.38 0.42 0.46 Residential, 2.9 DU /A or less 25 0.38 0.41 0.45 0.49 Residential, 4.3 DU /A or less 30 0.41 0.45 0.48 0.52 Residential, 7.3 DU /A or less 40 0.48 0.51 0.54 0.57 Residential, 10.9 DU /A or less 45 0.52 0.54 0.57 0.60 Residential, 14.5 DU /A or less 50 0.55 0.58 0.60 0.63 Residential, 24.0 DU /A or less 65 0.66 0.67 0.69 0.71 Residential, 43.0 DU /A or less 80 0.76 0.77 0.78 0.79 Neighborhood Commercial 80 0.76 0.77 0.78 0.79 General Commercial 85 0.80 0.80 0.81 0.82 Office Professional /Commercial 90 0.83 0.84 0.84 0.85 Limited Industrial 90 0.83 0.84 0.84 0.85 General Industrial 95 0.87 0.87 0.87 0.87 'The values associated with 0% impervious may be used for direct calculation of the runoff coefficient as described in Section 3.1.2 (representing the pervious runoff coefficient, Cp, for the soil type), or for areas that will remain undisturbed in perpetuity. 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