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PUD 11-02; Madsen Parcel Map; Planned Unit Development - Non-Residential (PUD) (2)
^ CITV OF CARLSBAD LAND USE REVIEW APPLICATION P-1 Development Services Planning Department 1635 Faraday Avenue (760) 602-4610 www.carisbadca.gov APPUCATIONS APPUED FOR: (CHECK BOXES) Develooment Permits (FOR DEPT. USE ONLY) Leaislative Permits (FOR DEPT. USE ONLY) l~l Administrative Pennit [~] General Plan Amendment n Coastal Development Pemiit (*) OMinor l~1 Local Coastal Program Amendment (*) n Conditional Use Pemiit (*) O Minor O Extension r~| Master Plan O Amendment Q Environmental Impact Assessment O Specific Plan [U Amendment n l-labitat Management Pemiit O Minor l~1 Zone Change (*) • Hillside IDevelopment Permit (*) n Zone Code Amendment Planned Development Permit ^ Residential O Non-Residential • Planned Industrial Pennit List other aooKcations not soecified n Planning Commission Determination • • Site Development Plan • • Special Use Permit • jff( Tentative Tract Map (*) = eligible for 25% discount • Variance fl Administrative NOTE: A PROPOSED PROJECT REQUIRING MULTIPLE APPUCATIONS BE FILED, MUST BE SUBMrTTED PRIOR TO 3:30 PJH. A PROPOSED PROJECT REQUIRING ONLY ONE APPLICATION BE FILED. MUST BE SUBMITTED PRIOR TO 4K)0 P.M. ASSESSOR PARCEL NO{S).: PROJECT NAME: BRIEF DESCRIPTION OF PROJECT: tjrY\d^ Ary)^;£/^ •'V^A / ^fA t ^fl^ / — BRIEF LEGAL DESCRIPTION: l^jf ^B7 of" lA^&fh f^e^OIUS ^/U/T /(/a ^^C/r^ <fp CAUiB^ LOCATION OF PROJECT: 7 CTOCCT A ONTHE: (NORTH, SOUTH, EAST, WEST) BETWEEN C/WT7(- SfX' (NAME OF STREET) SIDE OF AND STREET ADDRESS (NAME OF STREET) (NAME OF STREET) p-1 Paae 1 of 5 Revised 01/10 OWNER NAME (Print): .ji^^g^^ Hfi^SGU MAILING ADDRESS: (jST fi/^t^ P^CB CITY. STATE. ZIP: m^/OP.CA ^^P^^ TELEPHONE: [d'07!^^ Tl EMAIL ADDRESS: .smum^ ^nt^0^(rhu!t4eefirf^ f APPUCANT NAME (Print): f/]tMj^ ^///t/^ct MAILING ADDRESS: ^J^^ //^nlfZl CITY. STATE. ZIP: TELEPHONE: MAILADORESS I CERTIFY THAT I AM THE LEGAL OWNER AND THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNC3WLEDGE. I CERTIFY THAT I AM THE LEGAL REPRESENTATIVE OF THE OWNER AND THAT ALL THE ABC^/E JNFORMATION IS TRUE AND CORRECT TO APPLICANTS REPRESErfTATiVE (Print): MAILING ADDRESS: CITY.STATE.ZIP: TELEPHONE: EMAIL ADDRESS: I CERTIFY THAT I AM THE LEGAL REPRESENTATIVE OF THE APPLKVVNT ANO THAT ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. SIGNATURE DATE IN THE PROCESS OF REVIEWING THIS APPUCATION IT MAY BE NECESSARY FOR MEMBERS OF CITY STAFF. PIANNING COMMISSIONERS OR CITY COUNCIL MEMBERS TO INSPECT AND ENTER THE PROPERTY THAT IS THE SUBJECT OF THIS APPUCATION. I/WE CONSENT TO ENTRY FOR THIS PURPOSE. NOTICE OF RESTRICnON: PROPERTY OWNER ACKNOWLEDGES AND CONSENTS TO A NOTICE OF RESTRICTION BEING RECORDED ON THE TITLE TO HIS PROPERTY IF CONDITIONED FOR THE APPUCANT. NOTICE OF RESTRICTIONS RUN WITH THE LAND ANDBIND ANY SUCCESSORS IN INTEREST. FOR CITY USE ONLY RECEIVED MAR 01 2011 CITY OF CARLSBAD PLANNING DEPT DATE STAMP APPLICATION RECEIVED RECEIVED BY: P-1 Page 2 of 5 Revised 01/10 O Q ^ DISCLOSURE Development Services <r STATEMENT Planning Department ^ CITY OF 1635 Faraday Avenue r*ARI ^RAD ^ ' (760)602-4610 V*/Al\l—JD/*L^ www.carlsbadca.gov Applicant's statement or dtedosure of cert^n ownership intBr^ts m alt applications vrtiich wiil require discretionary acfon on the part of the City Councii <K any appdnted Board. CommiMion or Committee. The foHowing infbrmation MUST be disdosed at the time of appDcation sutHnittal. Your prefect cannot be reviewed until this Infomnation is compieted. Please prinL Note: Person is d^ned as "Any kviMduei, fimn. co-partno^p.joBit venture, association, sociai dub. fratemai organization, corporafion. estate, tnst. recnver. syndicate, in this and eny <4her county, dty and county, dty munidp^ity, distrid ar other pcdific^ »Jbdivteion or any otha- g/nsap or cc»nbbiaHon acUng as a unit" Agents may dgn thte ck)cum«it; however, fhe legal name and entity of the ^i^icsffit and iHoperty owner must be provicted bcriow. 1. APPLICANT (Not the applicant's agent) Prowie the COMPLETE. LEGAL names and addresses of ALL persons having a financial interest In the application. If tl% applicant indudes a corparation or partnership. Indude Qie names, titles, addr^ses of all individuals ownvrg more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a oubBch^owned corporation, indude ttie names, titles, and addresses the corporate officers. (A separate page may be attached if necessary.) Person .S^I/A^ M> /MgJ^^^ Corp/Part ^"f-^k /^rtf^r4ie>^ LLC, Title Title AfaL.w««w.y.fef^X5y^i/^ M(>is^ Address 7^*^.^ OiaJiicci Citoft^ Address 7/«^ ? Qj^Lkico C^Vc/e^ 2. OWNER (Not the owmer's agent) Provide the COMPLETE. LEGAL names and addresses of ALL persons ha^ng any ownership interest in the property inwslved. Also, provide tiie nature of the legal ownership (t.e., partnership, tenants in common, non-prc^ ocMporation, etc). If the ownership indudes a corporation or partnership, indude the names, titles, addresses of ail Indivlduais owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW, tf a pubHdv-owned corpOTafon. indude ttie nam^, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person f^\if^ Mg^cU^ev^ Corp/Part J^9^(> Pcc^ 4TeS./.^^-^^^^(y^^f*^ Titie Title ^ y^a^i Address >/*fCP^kuo Address 7fH1 OL^iseo (^^d^ p-1 (A) Page 1 of 2 Revised 04/09 NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2) above is a nonprofit organfTafion or a trust list the names arKf addresses of ANY pei^n serving as an officer or diredor of the non- pttiflt organlzatlcKi or as trustee or beneficiary of tiie. Non Profit/Tnjst Non Profit/Trust Title Title Address Address 4. Have you had more than $500 wortti d! business transacted with any m^ber of City staff. Boards. Corrvnis^ons, Committees and/or Coundl within the p£et twelve (12) monttis? • ves E No If yes, please Indicate person(s):_ NOTE: Attach additional sheets if necessary. I certify that all the above information is true and correct to the best of my knowledge. Signature of owner/date Signature of applicant/ilate Print or type name of owner Print or type name of applicant SignaUjre of owner/applicanf s agent if applicable/date Print or type name of owner/applicanf s agent P-^(A) Paj^2of2 (%BviSBd 04/09 w CITY OF CARLSBAD PROJECT DESCRIPTION P-1(B) Development Services Planning Department 1635 Faraday Avenue {760)602-4610 www.carlsbadca.gov 701 - oor Z&7^^^^H^^-z^ou^U^fT/Jc.^ PROJECT NAME: _ APPLICANT NAME: Please describe fully the proposed project by application type. Include any details necessary to adequately explain the scope and/or operation of the proposed prefect. You may also indude any background infonnation and supporting statements regarding the reasons for, or appropriateness of, the appiication. Use an addendum sheet if necessary. Description/Explanation: P-1(B) Page 1 of l Revised 04/09 PROJECT DESCRIPTION Subject property: Lot 287 of La Costa Meadows Unit No. 2 in the City of Carlsbad, Pam No. 6905 Subject property is currently developed with 2 story duplex strudure each with private yard elements, attached garages and driveways. Scope of the proposed project is conversion of each duplex unit to a condominium with individual ownership of specific yard elements. HAZARDOUS WASTE Development Service. ^ AND SUBSTANCES Planning Department ^ ^'^^ °^ STATPMPNT 1635 Raraday Avenue TAR I SRAD B IvSr (750)602^10 ^MKLODMU P'^C) wwvKcarlsbadca^ov Consultation of Usts of SRes Ftelated to Hazadous Wastes (Certification of Ccm^ilence wtth Govemmont Code SecUcm 65962.5) I^ursuant to State df CaTiforrna Goverrwnent Code Sedkm 65962.5, i have consulted the Hazardous W^te and Substance Sit^ Ltet compiled by tha Califbrraa Envvonmentai Protedion Agency and hereby colify that (dieck one): The di»«lopment{xt^ect and any altematives proposed In Oiis ^piic£rtiDn are not contained on the iBts cwnpOed pursuant to Section 659ffi.5 of the State Govemment C<Kle. Q The devdopnent project and any alternative proposed In Uiis appDcation are contained on fhe lists compfled pursuant to Sectton 6S862.6 of tt« State Government Code. APPUCANT PROPBTTY OWNER Mame: Pcof<^i~\-ti^ LLC Name: ^-^Me.^ M. Afi>J<^.^ Address: "^/^T*? OUeixSca CVcAddress: 7/V7 ^i^/jr^g? CiVct*.^ Phone Numben 6/ 9 - S^'/S" *^7S^ Phone Number "?AO-- <7i-9- Address Qf Site: ^^ISLO 4^ <^AsLj.CA ^^oof Local AgerK^ (Cily and Coimty): ~~ ..^ Assessor's book, page, and parcel number. Spedfy lis^s): R^ulatory tdentiflcatSon Nundien. Date ttf List: ^ ^ . ^^iy^ Applicant Sl^^n The Hazardous Waste and Substances ^tes Ust (Cortese List) is used by the Stete, k)c^ £^enctes and developers to ccvnpiy the CaHftMnia Em^<mmental Quafity Ad reqidiements in providing infiormatic»i about the kicaftm of hazardois materials netease sites. P-KQ P^1af2 Revi»d04/D9 ^ HAZARDOUS WASTE Dev.(o.n..nt i.,n,.„. CITYOF i-C^^"' AND SUBSTANCES pranning Department CARLSBAD^V •^'SSSISS P"1 (C) www.carlsbadca.gov Per tiie CaliforrH'a Environmental Protection Agenc^s w^site. 'White Govenun^ Code Sedkin 6KI62.5 [r^ened to as the Cortese UsQ makes relenaice to ttie pr^rs^n dl a 'Hst," many dianges have occuned related to web-based infonnation access since ^ anrterHjed stebJte's effedive date n] 1^ and tt^ bAsrmatim is now iaigeiy an^Uabte on Bie Inte ofttie responsible (»ganizattons. Those requesting a coi:^ of the Cortese lisf ars now refened diredly to the appropdate informaticm resource contained oi tiie Interr^ web sites of fhe boards w deparbnsnte ttiat are reliarentted in the sMute." Bekiw is a list of ^eni^ ttiat makitain infomratkHfi re^rding hazardous viaste and sutstences sites. D^artmeirit of Toidc Substances Control www.c^epa.ca.qov/dtedeanuD/CorteseLfet/d^ulthtm www.cala3axa.qov/dat^)ase/cgrisites www.anvimslor.dlscca.ooWDublk: EnviroStor Help Desk (916) 323-3400 State Water Resources Conh'ol Board htto://aeotracker.waterboartls.ca.Qov/ County of San Dlego Department of Environmentel H^tii Services www.co.san-dieqo.ca.ig/deh Hazardous lydateriais Di\^on wviw.sdcQuntv.ca.Q0v/dBhfl1a2malfl1a2mat Dennite.htnil Maihig Address: County of San Diego Deparintent df Enwonment^ Healtii P.O. Box 129261 San Dlego, CA 92112-9261 Call Duty Special!^ for technical questions at (619) 338-2231, fax (619) 338-2377 Environments Preaction Agency National Priorities Sites ("Superiiund" orXERCUS^ www.epa.oov/superfund^Mtes/cursites (800) 424-9346 or (702) 284-8214 National Priorities List Sites in tiie United Stetes www.6Pa.qov/superftjndfeites/npl/hri.htm P-1(C) P8ge2af2 Revised 03/D9 — o o ^ DEVELOPMENT Development Services 1i>> PERMITS Planning Division "T' Cl T Y o F p « 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov CARLSBAD • Mayor Coastal Development Pennits (Including Amendments and Extensions, but excluding Minor CDPs and Single Family Residences) • Conditional Use Permits (including Regular, Minor, Amendments and Extensions) • Planned Development Permits (Residential and Non-Residential; Including Amendments and Extensions) • Planned Industrial Permits (Including Amendments and Extensions) • Planning Commission Determinations • Precise Development Plans • Redevelopment Permits (Major, Minor and Amendments) (A Coastal Development Permit Supplemental Application may also be needed) • Site Development Plans (including Amendments and Extensions) • Special Use Permits (including Amendments, Extensions and Floodplain SUPs) • Structure Relocation Permits • Tentative Tract Maps (including Revisions) A proposed project requiring multiple applications must be submitted prior to 3:30 p.m. A proposed project requiring only one application must be submitted prior to 4:00 p.m. All joint application exhibits, i.e. Tentative Map and Planned Development Site Plan should be prepared at the same scale. (Use a scale no smaller than 1" = 40'.) The following materials shall be submitted for each application or for combined applications on a single project. If you have any questions regarding application submittal requirements (i.e., clarification regarding a specific requirement or whether all requirements are necessary for your particular application) please call (760) 602-4610. 1. REQUIRED PLANS (All required plans shall be collated into complete sets, stapled together, then folded to 9" x 12" wr^h lower right hand corner of plan visible.) A./SITE PLAN - Seven (7) copies on 24" x 36" sheet(s). Ten (10) copies of the site plan shall be , / submitted by the applicant upon request of the project planner prior to approval of the project. Each site plan shall contain the following information: 1. GENERAL INFORMATION Name and address of owner whose property is proposed to be developed and the name, address, and phone number of the developer. 0^. Name, address, and phone number of registered civil engineer, licensed surveyor, landscape architect or land planner who prepared the maps/plans. Qc. North arrow and scale. 0^. Vicinity map showing major cross streets. 0e. Date of preparation/revisions. Qf. Project Name and application types submitted. •g. Tentative Map number In upper right hand corner (City to provide number at time of application). Qn. All facilities labeled as "existing" or "proposed." p-2 Page lof 9 Revised 07/10 2. •i. A^ummary table of the following: Street address and assessor's parcel number. Site acreage. Existing Zone and General Plan Land Use Designation. Existing and Proposed land use. Classification of lots as to intended residential, commercial, industrial or other uses. Number of units to be constructed when a condominium or community apartment project is involved. Total number of lots proposed. Proposed density in dwelling units per net acre. Total building coverage. ID) Building square footage. 11) Percent of site to be landscaped. ^t2) Number of partying spaces required/provided. .3(13) Square Footage of required employee eating areas. Square footage provided (interior and exterior eating area, if applicable). ](14) Square Footage of open or recreational space (if applicable), for each unit and total common open space for the project. (^ 5) Area of the site which is undevelopable per Zoning Ordinance Section 21.53.230 (include the acreage in each category). If not applicable, state on the plans. t6) Cubic footage of storage space (if applicable). Show location. 007) Average Daily Traffic generated by the project, broken down by separate uses. OflB) Name of sewer, water and school district providing service to the project. SITE INFORMATION a. GENERAL Approximate location of existing and proposed buildings and permanent structures onsite and within 100 feet of site. Location of all major vegetation, showing size and type, both within the project and offsite for a distance of 100 feet. Existing onsite trees; those to be removed and those to be saved. Location of railroads. Legal description of the exterior boundaries of the subdivision (approximate bearings, distances and curve data). Lot lines and approximate dimensions and number of each lot. Lot area for each proposed lot. Setback dimensions for the required front, rear and side yard setbacks for all structures. Distance between buildings and/or structures. Indicate top and bottom elevations for all fences, walls, and retaining walls. Show these elevations at each end of the wall and in the middle. Also show the worst condition elevation. Indicate on site plan improvements and amenities for any required interior and/or exterior employee eating areas, i.e. benches, tables, trash cans, etc. Show site details (specific recreation facilities) for all recreation lots or areas (when applicable). Location and dimensions of all accessways and pathways as required for compliance with Title 24 - State Accessibility Requirements. K1) •d) 0(7) H(8) Bfio) 0(11) 0(12) P-2 Page 2 of 9 Revised 07/10 b. GRADING AND DRAINAGE Approximate contours at 1' intervals for slopes less than 5%; 2' intervals for slopes between 5% and 10%; and 5' Intervals for slopes over 10% (both existing and proposed). Existing and proposed topographic contours within a 100-foot perimeter of the boundaries of the site. Extend contours sufficiently out from the ^ site to adequately show the adjacent floodplain (if applicable). Earthwork volumes: cut, fill, remedial, import and export. 0(^ Spot elevations at the corners of each pad. 0(4) Method of draining each lot. Include a typical cross section taken parallel to the frontage for lots with less than standard frontage. P(5) Location, width and/or size of all watercourses and drainage facilities within and adjacent to the proposed project site; show location and approximate size of any , proposed detention/retention basins. J3(^) Clearly show and label the 100 year flood line for the before and after conditions „ for any project which is within or adjacent to a FEMA flood plain. Q(t) Show all Best Management Practices (BMPs) to be used to reduce stomi water discharge during the "use" or existing development phase. Q(8) Indicate proposed elevation in relation to sea level of the lowest floor (including basement) of ail structures. [For Floodplain Special Use Pennit (SUP)]. •(9) In FEMA Zone AO or VO show elevation of highest adjacent grade and proposed elevation of lowest floor of all structures. [For Floodplain Special Use Permit (SUP)]. (10) Show proposed elevation in relation to mean sea level to which any structure will be floodproofed. [For Floodplain Special Use Pemiit (SUP)]. c. STREETS AND UTILITIES •(^"^The location, width and proposed name of all streets within and adjacent to the proposed project. Show street grades and centeriine radii. Provide separate profile for all streets with grades in excess of 7%. Streets should be in . conformance with City Standards and Land Development Engineering Policies. [^3(2f Name, location and width of existing adjacent streets and alleys. Include medians and adjacent driveway locations. j{3) Typical street cross sections for all streets within and adjacent to the project. ](4) Width, location and use of all existing and/or proposed public or private y""' easements. 015) Public and private streets and utilities clearly identified. •(6) Show distance between all intersections and driveways. GJ(7) Clearly show parking stall and aisle dimensions and truck turning radii for all parking areas. 0(6) Show access points to adjacent undeveloped lands. EII(9) Show all existing and proposed street lights and utilities (sewer, water, major gas and fuel lines, major electric and telephone facilities) within and adjacent to the ^ project. [Z(10) Show all existing and proposed fire hydrants associated with the project, and all y existing, off-site fire hydrants within 300 feet of the project boundary. Fire hydrants on commercial, industrial and multi-family residential sites should be installed at 300 foot intervals. Fire hydrants serving single-family residential projects should be installed at no more than 500-foot intervals. When possible, fire hydrants should be installed at street intersections on developed side of street if single loaded. Avoid cul-de-sac installations. For installation requirements on public roadways, contact the Carlsbad Fire Department at (760) 602-4666. 02 P-2 Page 3 of 9 Revised 07/10 d. WATER FACILITIES [ 11(1) Show average and peak potable water demand in gallons per minute (gpm). P(2) Provide fire flow demand in gallons per minute (gpm); calculate using table attached to Land Use Review Application. [P(3) Provide a map or diagram showing existing and proposed on-site and off-site water pipelines, services, pressure reducing stations, fire hydrants, reservoirs and pumping stations. (These facilities must be shown within the public right-of- way or within easements to be granted to the District or the City.). Show a looped potable water distribution pipeline (when more than 19 residences are proposed). Show a public fire flow system (constructed as a looped pipeline system for all industrial or commercial development). Show a private fire sprinkler system, if required or proposed; state on exhibit. Provide a water phasing plan, if proposed. |NOTE: San Diego County Water Authority capacity charge will be collected at issuance of application for any meter installation. ECYCLED WATER FACILITIES Colored recycled water use area map (all areas proposed to be irrigated with recycled water must be clearly indicated on the map in color). Peak irrigation or industrial water demand in gallons per minute (gpm). Existing and proposed recycled water pipelines, services, pressure reducing stations, booster pump stations, reservoirs and pumping stations. (These facilities must be shown within the public right-of-way or within easements to be granted to the District or the City.) f. SEWER FACILITIES [11(1) Average sewer generation in million gallons per day (mgd). [](2) Existing and proposed sewer pipelines, laterals, and sewage lift stations. These facilities must be shown within the public right-of-way or within easements to be granted to the District or the City. C ](3) Indicate sewer facility phasing, if proposed. N^TE:No sewer lift stations or sewer siphons may be proposed unless otherwise agreed to in writing by the appropriate District Engineer. B. LANDSCAPE PLAN - Seven (7) copies prepared on 24" x 36" sheet(s) at the same scale as the project plans. Ten (10) copies of the plans shall be submitted by the applicant upon request of the project planner prior to project approval. The preliminary landscape plan shall contain the following information: 1. GENERAL INFORMATION [ ]a. Landscape zones per the City of Carlsbad Landscape Manual. [ ]b. Typical plant species, quantity of each species and their size for each planting zone in a legend. (Use symbols). []c. An estimate of the yearly amount of irrigation (supplemental) water required to maintain each zone. [3d. Landscape maintenance responsibility (private or common) for all areas. []]e. Percent of site used for landscaping. [Hf Water Conservation Plan. ^g. All applicable Fire Suppression Zones, as required by the City's Landscape Manual, I are minimums. Additional requirements may apply. p-2 Page 4 of 9 Revised 07/10 c. BUILDING ELEVATIONS AND FLOOR PLANS - Seven (7) copies prepared on 24" x 36" sheet(s). Ten (10) copies of the plans shall be submitted by the applicant upon request of the project planner prior to the project approval. Each building elevation and floor plan shall include the following information: 1. GENERAL INFORMATION _a. Floor plans with square footage included. \2^0/^\\ elevations of existing and proposed buildings, including signs and exterior lights. Q^ Location and size of required storage areas. 0c|v Include a scale on all floor plans and building elevations. 0e^ Indicate the height on all building elevations. QfT Indicate on all building elevations, compliance with Carlsbad Building Height definition (Zoning Ordinance Section 21.04.065). [Ilgnndicate ceiling height or the height of the underside of the roof in any building areas ^ intended for storage uses. Indicate the California Building Code occupancy classifications of all building areas. Indicate type of construction per California Building Code. Disclose any building uses that will result in the presence of Acutely Hazardous Materials, Compressed Flammable Gases in excess of 1,500 pounds, Flammable Liquids in excess of 10,000 gallons. Hazardous Materials in excess of 500 pounds or 55 gallons, or compressed gas in excess of 200 cubic feet, •k. Provide documentation demonstrating compliance with City Council Policy 44 - Neighborhood Architectural Design Guidelines (if applicable). Ql. ROOF PLAN: One (1) copy (plan view). Show roof design to include ridges, hips, slope direction, etc. Show location of roof appurtenances, mechanical equipment and screening. Show all roof top equipment, appurtenances, stains/ays or other access provisions, including those required by the applicable building, plumbing, electrical and mechanical codes. All roof mounted equipment shall be installed in accordance with Building Department Policy 80-6. CONSTRAINTS MAP - One (1) 24" x 36" sheet folded to 9" x 12" shall include the following information: (NOTE: This information is not required for previously graded sites and the conversion of existing structures.) If the constraint does not apply to the property, list it on the map as not applicable. Constraints map should be the same scale as other exhibits, i.e. Site Iflan, etc. ENERAL INFORMATION Major ridge lines. Riparian or woodlands. Intermittent drainage course. 25 - 40% slopes, ffle. Greater than 40% slopes, ^f Major rock outcroppings. Easements. Floodways. Archaeological sites. (Do not identify location. List in map legend if present.) Special Planning Areas - Type of special jslanning area. Biological Habitats. Indicate the location of all vegetation communities existing on the project site. (Use Modified Holland System as described in the Multiple Habitat Conservation Plan.). Beaches, fflm. Permanent bodies of water. Lyn. Wetiands. Land subject to major power transmission easements. Railroad track beds. C]g. []h. []j. []k. p-2 Page 5 of 9 Revised 07/10 O E. COLORED SITE PLKH AND ELEVATION PLAN - Not required with first submittal. It is the Applicanfs responsibility to bring one (1) copy of a colored site plan and one (1) set of colored elevations to the Planning Division by 12:00 noon, eight (8) days prior to the Planning Commission meeting. Do not mount exhibits. II. I^EQUIRED DOCUMENTS AND SUBMITTAL ITEMS w. |3A. Completed Land Use Review Application Form. ^, (T DB. Coastal Development Permit Supplemental Application (if applicable). •C. Environmental Impact Assessment Form (Fee not required with initial submittal. Fee to be determined after review of project and environmental impact assessment form.) Required for tentative parcel maps only where a significant grading is proposed. Check with Planning staff to ^-determine if required for your application. [^(D. Disclosure Statement. (Not required for tentative parcel maps.). Two (2) copies of the Preliminary Title Report (current within the last six (6) months). •F. Proof of availability of sewer if located in the Leucadia Waste Water District or the Vallecitos Water District. Qfi^- Statement of agreement to waive tentative parcel map time limits. Required only when project (tentative parcel map) requires concurrent processing of planning application or environmental review. •H. All projects must evaluate their potential impacts on the regional transportation system, including the costs of mitigating the associated impacts, as required by the SANDAG Congestion IVIanagement Program (CMP). For projects with an average daily traffic (ADT) generation rate greater than 500 vehicles per day or 200 or more peak-hour vehicle trips. Submit two (2) copies of a Circulation Impact Analysis for the project. The analysis must be prepared by a Registered Traffic Engineer or Registered Civil Engineer. The analysis must show project impacts to all intersections and road segments identified as impacted within the included Local Facilities Management Plan or as othenwise determined in discussions with staff. The following minimum information should be included with the study: 1. dVz" X 11" or 8V2" X 14" plats showing zone impacted roads, background and project AM and PM peak hour impacts and traffic distribution. 2. Project traffic generation rates and traffic assignment. 3. Necessary calculations and/or analysis to determine intersection and road segment levels of service. 4. Any proposed mitigation requirements to maintain the Growth Management public facility performance standards. 5. On Collector streets and above, an analysis of the need for a traffic signal will be required. "Large" projects: Any project which, upon its completion will be expected to generate either an equivalent of 2,400 or more average daily vehicle trips or 200 or more peak-hour vehicle trips, including large projects that may have already been reviewed under CEQA but require additional local discretionary actions, is defined as a "large project" under the SANDAG Congestion Management Program (CMP) and will be subject to enhanced CEQA review as specified in the CMP. Depending upon the complexity of the project, the City of Carlsbad reserves the right to require a traffic study on any project. Two copies of preliminary soils/geologic report for all projects with cut or fill depths exceeding 5 feet. For all condominium conversions, a signed statement by the owner stating Section 66427.1 of the State Map Act will be complied with. p-2 Page 6 Of 9 Revised 07/10 Q Q •K. For all condominium conversions, a letter from San Diego Gas anaElectric stating that plans to *o convert the gas and electric system to separate systems have been submitted and are ^ acceptable. M DL. For ail condominium conversions, one (1) copy of a compliance inspection performed by the Building Department. (Separate fee required.). i\\i|^IZlM. For projects larger than 1-acre, a Preliminary Hydrology Study including map and calculations to ^\ demonstrate capacity/sizing of proposed and existing storm drain infrastmcture. Show before and after discharges to each included drainage basin. Depending upon the complexity of the project, a Preliminary Hydrology Study may be required on any project. Two copies of a completed and signed "Storm Water Standards Questionnaire." This form can be found on the City's website: http://www.carlsbadca.gov/business/building/Documents/E- 34.pdf (Distribute copy to Land Development Engineering). If when completing the Storm Water Standards Questionnaire, the project is defined as a "Priority Project," submit a preliminary Storm Water Management Plan (SWMP) prepared in accordance with the City Standard Urban Storm Water Mitigation Plan (SUSMP) per the City of Cartsbad Land Development Engineering Standards. Completed "Project Description/Explanation" sheet. Signed "Notice of Time Limits on Discretionary Applications." Noise study consistent with City of Carlsbad Noise Guidelines Manual. Biological resource, cultural resource, and/or other environmental studies that are necessary to make an environmental determination (i.e. EIR, Negative Declaration or Exemption) and to determine compliance with the HMP. Signed "Hazardous Waste and Substance Statement" form. Provide color board(s) (no larger than 9" x 12"), showing building materials and color samples of glass, reveals, aggregate, wood, etc. Photographs of the property from the north, south, east and west. Digital copy of Tentative Map along with required number of hard copy maps. Fees: See Fee Schedule for amount. Earlv Public Notice Package. III. SPECIFIC PROJECT REQUIREMENTS For Density Bonus Projects: 1. A letter signed by the present owner stating what specific incentives are being requested from the City. For any development standards modification or other additional incentive requested, the applicant shall submit a project pro-forma to demonstrate that the standards modification or other requested incentive is necessary to make the project economically feasible. 2. A detailed vicinity map showing the project location and such details as the location of the nearest commercial retail, transit stop, potential employment locations, park or recreation facilities or other social or community service facilities. 3. For condominium conversion requests, a report documenting the following information for each unit proposed to be converted: the monthly income of tenants of each unit throughout the prior year, the monthly rent for each unit throughout the prior year and vacancy information for each unit throughout the prior year. 4. Identify the number and location of lower income dwelling units. For Senior Citizen Housing Projects: 1. A letter signed by the present owner stating what specific incentives are being requested from the City. For any development standards modification or other additional incentive requested, the applicant shall submit a project pro-fomia to demonstrate that the standards modification or other requested incentive is necessary to make the project economically feasible. 2. A detailed vicinity map showing the project location and such details as the nearest market, transit stop, park or recreation area, medical facilities or other related uses or services likely to be patronized by senior citizens. p-2 Page 7 of 9 Revised 07/10 3. Five (5) copies of ^loor plans for each different type of unif'indicating a typically furnished apartment, with dimensions of doorways, hallways, closets and cabinets. 4. Five (5) copies of floor plans showing any common areas and accommodations. 5. Identify the number and location of lower income inclusionary dwelling units. 6. A plan for monitoring age restrictions for all units and income restrictions for designated inclusionary units. C. In-fill Residential Projects: Residential Projects with two or more dwelling units that: (1) are bordered on a minimum of two sides (property lines) by existing single family residential development and (2) require a discretionary permit (excluding a Minor Coastal Development Permit, Coastal Development Permit for a single farnily residence and/or second dwelling unit, or a permit for a cjapdoixuniiim conversion) .shall be required to: 1. Post project notices on the project site pursuant to Planning Division Administrative Policy No. 37. This requirement is not applicable to residential development applications that are already subject to the City's Early Public Notice requirements (see Application Form P-21). 2. Submit project photo-simulation exhibits to the Planning Division upon determination that the project application is compiete. The photo simulation exhibits should be scaled representations of the project, as viewed from adjacent streets and adjacent developed single- family residential properties. Wireless Communication Facilities: Wireless Communication Facilities (WCF) are allowed in all zones (excluding the L-C zone) with the approval of a conditional use pennit (CUP) or minor conditional use permit (MCUP). See the applicable Zone and Zoning Ordinance Section 21.42.140B.165 for details. All proposed WCFs shall follow the City's guidelines (see City Council Policy No. 64, Wireless Communication Facilities) in the design of CUPs and MCUPs for new wireless facilities as well as extensions and amendments to CUPs and MCUPs for existing installations. This policy applies to all commercial providers of wireless communication services. It does not apply to amateur (HAM) radio antennas and dish and other antennas installed on a residence for an individual's private use. Notes on submitting applications for new or existing WCFs: 1. Submittals for new and amended WCFs shall follow the application requirements outlined elsewhere in this handout plus the specific WCF submittal provisions of City Council Policy 64, inciuding the Application and Review Guidelines. 2. For extensions of existing CUPs and MCUPs, or for existing CUPs proposing to convert to MCUPs, only one set of project plans, rather than multiple copies, needs to be submitted. The one set of plans may be copies of those already approved. Applicants are encouraged to talk with staff before submitting an application to convert a CUP to a MCUP. 3. Per Performance Guideline 5 of City Council Policy 64, a report demonstrating compliance with FCC RF Exposure Guidelines must be submitted with each time extension or amendment request and, for new WCFs, within six (6) months after the issuance of occupancy. All WCF applications are evaluated or re-evaluated to assess consistency with City Council Policy 64, including the appropriateness of the existing facility's technology, and the applicant must document that the WCF maintains the technology that is the smallest, most efficient, and least visible and that there are not more appropriate and available locations for the facility, such as the opportunity to collocate or relocate to an existing building. p-2 Page 8 of 9 Revised 07/10 ^/th- O O Floeii Plain Special Use Permits: 1. Two (2) sets of the hydrology and hydraulic calculations. Include HEC-1 and HEC-2 computer printouts with appropriate annotations to clarify readouts. Two (2) copies of all required certifications listed in Section 21.110.150(4) of the Municipal Code signed and sealed by a registered Civil Engineer or other appropriately licensed professional. Commercial/Visitor-Serving Overlay Zone: Prior to filing an application for a Conditional Use Permit for a Commercial/Visitor-Serving use within the Overiay zone, the applicant shall make a Preliminary Review (Pre-filing) submittal. 2. Projects within the Commercial/Visitor-Serving Overiay Zone shall submit a proposed sign program as part of this application. The program shall be provided as separate exhibits and should include the following information: proposed sign location, dimensions, area, materials, sign copy and colors. NOTE: When the application is tentatively scheduled to be heard by the decision making body, the project planner will contact the applicant and advise him to submit the public hearing notice package including the radius map, two sets of the propertv owners list and labels. The applicant shall be required to sign a statement certifying that the information provided represents the latest equalized assessment rolls from the San Diego County Assessor's Office. The project will not go fonward until this infonnation is received. P-2 Page 9 of 9 Revised 07/10 SBSi Sempra Energy utiity" February 28, 2011 Mike Lloyd 2138 Curtis Drive Vista CA 92084 Dear Mike Loyd: Subject: 2717 Anta Ct and 6720 Cantil St.. Rancho La Costa Gas and electric service is currentiy being provided to the above location. The existing service is provided in accordance with our filed rules and change in the method of service due to the conversion from apartments to condominiums is not required by SDG&E. Unless a request is made by the developer to alter the existing method of gas and electric service to this project, there will be no construction required, nor construction advances required from the developer. If I may be of further assistance or if you have any questions, please call me at the number listed below. Our hours are 7:00 AM - 4:00 PM, Monday through Friday. For additional general information, please visit our website at http://sdge.com/index.html. Sincerely, Jennifer Price Customer Project Planner Telephone: (760)480-7727 JAP2:rbm City of Carlsbad Faraday Center Faraday Cashiering 001 1106001-3 03/01/2011 98 Tue, Mar 01, 2011 03:11 PM Receipt Ref Nbr: Rl106001-3/0059 PERMITS - PERMITS Tran Ref Nbr: 110600103 0059 0066 Trans/Rcpt#: R0083386 SET #: PUD11002 Amount: 1 § $2,829.68 Item Subtotal; $2,829.68 Item Total: $2,829.68 1 ITEM(S) TOTAL: $2,829.68 Check (Chk# 2044) $2,829.68 Total Received: $2,829.68 Have a nice day! **************CUSTOMER COPY************* City of Carlsbad 163 5 Faraday Avenue Carlsbad CA 92008 iiiiniiiiiiiii Applicant: MIKE LLYOD Description PUD11002 6720 CANTIL ST CBAD Amount 2,829.68 Receipt Number: R0083386 Transaction Date: 03/01/2011 Transaction ID: R0083386 Pay Type Method Description Amount Payment Check 2,829.68 Transaction Amount: 2,829.68 Fidelity National Title Company 1820 South Escondido Boulevard, Suite 100* Escondido, CA 92025 (760) 781-3931 • FAX (760) 781-3941 TO: Susan Gibson Fidelity National Title Company - Escrow Division 1820 South Escondido Boulevard, Suite 100 Escondido, CA 92025 DATE: December 28, 2004 ESCROW NO: 11121820-SG PROPERTY ADDRESS: vacant lot #287, Carlsbad, CA PRELIMINARY REPORT APPROVAL I have read the Preliminary Report dated December 13, 2004, covering the property described in your above numbered escrow, and approve the Policy of Title Insurance to be issued to me as required by my instructions to include as encumbrances therein Item Nos. 1,2 & 3 of said report, in addition, to those specific items described in my escrow instructions or created by me. hereby acknowledge receipt of copy of said Preliminary Report and a copy of Item #3 (CC&R's). Steven M. Madsen and Debbie S. Madsen, Trustees of the Madsen Revocable Trust dated 10/28/1997 By: Steven M. Madsen, Trustee By:. Debbie S. Madsen, Trustee KEEP THIS COPY (Rev. 5/95) Fidelity National Title Company PRELIMINARY REPORT in response to the application for a policy of title insurance referenced herein, Fidelity National Title Company 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 beiow 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 of said Policy or Policies are set forth in Exhibit A attached. Copies of the Policy forms should be read. They are available from the office which issued this report. 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 tiability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. The Policy(s) of title insurance to be issued hereunder will be policyls) of Fidelity National Title Insurance Company, a California Corporation. Please read the exceptions shown or referred to below and the exceptions and exclusions set forth in Exhibit A 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. Fidelity National Title Company CouiHersigned Fidelity National Title Company 1820 SouDi Escondido Blvd. #100 • Escondido, CA 92025 (760) 781-3931 • FAX (760) 781-3941 PRELIMINARY REPORT ESCROW OFFICER: Susan Gibson ORDER NO.: 04-2238076 TITLE OFFICER: Denisa Kirchoff/(619-725-2106) LOAN NO.: TO: , CA YOUR REFERENCE.: 11121820-SG PROPERTY ADDRESS: vacant lot #287, Carlsbad, California SHORT TERM RATE: no EFFECTIVE DATE: December 13. 2004, 07:30 A.M. The form of Policy or Policies of title insurance contemplated by this report is: California Land Title Association Standarcl Coverage Policy - 1990 1. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A Fee 2. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: Hamid Rezai Hariri and Kobra Rezai Hariri, trustees of the Hariri Revocable Family Trust dated October 25, 1990, as to an undivided 50% interest and Kobra Rezai Hariri, successor trustee of the Hariri Revocable Family Trust dated October 25. 1990, as to an undivided 50% interest 3. THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE CITY OF CARLSBAD, IN THE COUNTY OF , STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF LC\lc 12/27/2004 W ^ Q^jg^ 04-2238076 EXHIBIT "ONE" Lot 287 of La Costa Meadows Unit No. 2, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 6905, filed in the Office of the County Recorder of San Diego County, April 21, 1971. Assessor's Parcel No: 215-310-41 Order No. 04-2238076 AT THE DATE HEREOF. ITEMS TO BE CONSIDERED AND EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1 • Property taxes, including any personal property taxes and any assessments collected with taxes, for the fiscal year 2004-2005, Assessor's Parcel Number 215-310-41. Code Area Number: 09053 1st Installment: $805.22 Paid 2nd Installment: $605.22 Open Land: $109,240.00 Improvements: $0.00 Exemption: $None Personal Property: $None 2. The lien of supplemental taxes, if any, assessed pursuant to the provisions of Chapter 3.5 (Commencing with Section 75) of the Revenue and Taxation code of the State of California. 3. Covenants, conditions and restrictions (deleting therefrom any restrictions indicating any preference, limitation or discrimination based on race, color, religion, sex, handicap, familial status or national origin) as set forth in the document Recorded: May 6, 1971, Instrument No. 93263, of Official Records 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. NOTE: If you should request a copy of the document referred to above, the California Government Code Section 12956.1 requires that a county recorder, title insurance company, escrow company, real estate broker, real estate agent, or association that provides a copy of a declaration governing document, or deed to any person shall piace a cover page or stamp on the first page of the previously recorded document or documents stating, in at least 14 point boldface type, the following: "If this document contains any restriction based on race, color, religion, sex, familial status, marital status, disability, national origin, or ancestry, that restriction violates state and federal fair housing laws and is void, and may be removed pursuant to Section 12956.1 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status." 4. Any invalidity or defect in the title of the vestees in the event that the trust referred to herein is invalid or fails to grant sufficient powers to the trustee(s) or in the event there is a lack of compliance with the terms and provisions of the trust instrument. If title is to be insured in the trusteels) of a trust, (or if their act is to be irisured), this Company will require a Trust Certification pursuant to Califomia Probate Code Section 18100.5. The Company reserves the right to except additional items and/or make additional requirements after reviewing said documents. ITEMS: (Continued) 5. Order No. 04-2238076 In order to complete this report, this Company requires a Statement of Information to be completed by the following party, Party: Hamid Rezai Hariri and Kobra Rezai Hariri The Company reserves the right to add additional items or make further requirements after review of the requested Statement(s) of Information. This 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. After review of the requested Statement(s| of Information the Company may have additional requirements before the issuance of any policy of title insurance. Parties: Steven M. Madsen and Debbie S. Madsen (Note: The statement of information is necessary to complete the search and examination of title under this order. Any title search includes matters that are indexed by name only, and having a completed statement of information assists the Company in the elimination of certain matters which appear to involve the parties but in fact affect another party with the same or similar name. Be assured that the statement of information is essential and will be kept strictly confidential to this file). If title is to be insured in the trusteels) of a trust, (or if their act is to be insured), this Company will require a Trust Certification pursuant to California Probate Code Section 18100.5. The Company reserves the right to except additional items and/or make additional requirements after reviewing said documents. END OF ITEMS Note 1. The name(s) of the buyer(s) furnished with this application for Title Insurance is/are: Steven M. Madsen and Debbie S. Madsen If these names are incorrect, incomplete or misspelled, please notify the Company. Note 2. The charge for a policy of title insurance, when issued through this title order, will be based on the Basic (not Short-Term) Title Insurance Rate. Note 3. If property taxes are posted paid less than 45 days from the issuance of the policy contemplated by this report, the Company will hold the amount of the tax. plus delinquency and penalty until verification of payment is received. If verification has not been received within 45 days of the issuance of the policy contemplated, the Company will pay the taxes due. If property taxes have been paid through an impound account and we are furnished written confirmation of same or you can provide a copy of the canceled check, this requirement may be waived. If a monthly payment for any deed of trust to be paid in full is made less than 30 days from the issuance of the policy contemplated by this report, the Company will hold an amount equal to that payment until verification of payment is received from the lender. If verification has not been received within 30 days of the issuance of the policy contemplated, the funds held will be forwarded to the lender. If a canceled check or other form of proof of payment can be furnished, this requirement may be waived. ITEMS: (Continued) Order No. 04-2238076 Note 4. The Note shown below, which recites: "California Revenue and Taxation Code Section 18668, effective January 1, 1991, requires that the buyer in all sales of California Real Estate, wherein the Seller shows an out of State Address, withhold 3-1/3% of the total sales price as California State Income Tax, subject to the various provisions of the law as therein contained." is hereby deleted and replaced with the following: "California Revenue and Taxation Code Section 18662, effective January 1, 1994 and by amendment effective January 1, 2003, provides that the buyer in all sales of California Real Estate may be required to withhold 3 and 1/3% of the total sales price as California State Income Tax, subject to the various provisions of the law as therein contained. Note 5. NOTE: The current owner does NOT qualify for the $20.00 discount pursuant to the coordinated stipulated judgment entered in actions filed by both the Attorney General and private class action plaintiffs for the herein described property. Note 6. Section 12413.1, California insurance Code became effective January 1, 1990. This legislation deals with the disbursement of funds deposited with any title entity acting in an escrow or subescrow capacity. The law requires that all funds be deposited and collected by the title entity's escrow and/or subescrow account prior to disbursement of any funds. Some methods of funding may subject funds to a holding period which must expire before any funds may be disbursed. In order to avoid any such delays, all fundings should be done through wire transfer, certified check or checks drawn on California financial institutions. Note 7. The charge where an order is cancelled after the issuance of the report of title, will be that amount which in the opinion of the Company is proper compensation for the services rendered or the purpose for which the report is used, but in no event shall said charge be less than the minimum amount required under Section 12404.1 of the Insurance Code of the State of California. If the report cannot be cancelled "no fee" pursuant to the provisions of said Insurance Code, then the minimum cancellation fee shall be that permitted by law. Note 8. California Revenue and Taxation Code Section 18662, effective January 1, 1994 and by amendment effective January 1, 2003, provides that the buyer in all sales of California Real Estate may be required to withhold 3 and 1/3% of the total sales price as California State Income Tax, subject to the various provisions of the law as therein contained. EXHIBIT A AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY (6-1-87) EXCLUSIONS In idditton to Ihs Exceptions in Schedula B, you Drv not insured aosirttt Iocs, cocu, iitomAys' few, end •xpansea rssutting from: 1. Governmental police povwr, irK) the exicteTwa or violetion ot eny '*vv or BQVMtunent regutation. Thk includes building end zontr>g ordinancex and elto bvv« irvl regulattonc cor>cerrwiO' • ler>d use • improvements on tl>e lend • land division • envirorvnentel protection This exclusion does not apply to violations or the enforcement of these mettorc which eppMr in tha public records at policv dete. This axckision does rwt limit ths zoning coverape described in Items 12 and 13 of Coverad Title Risks, 2 The right tc take the tend tiy condemning h. w^ss: • a notice of exercising tha right appears in tha public racords on tha Policv Data • the tatctrtg happarwd prior to the Poliey Dets and it binding on you if yeu bought ths iand wtthout knowledge of the taking a. Title Risks: • that are crested, attowed. or agreed to by you • thet are krwwn to you, but rwt to ut, on the Policy Data>unlast they appeared in the puMc • diet result in rw kiss to you • Ihet first affact your litU after the Pobcy Date • this does not Kmit the lebor snd matarial (ien coverege in Item 6 of Coverad Title Ricks 4. Peihire to pay vatua for your titla. 5. Lack ef a right: • ts any land outside the araa specificeHy descnbed end referred to in Ham 3 of Schadula A or • in streets, aneys, or waterways that touch your land This exckjcion doos rwt limit tha accass coverage in Item 5 of Covered TMe Risks. In addition to the Exclusions, you are rwt raurad agairwt loss, cocts. attorneys' faas, arwl tha axpansas rasutting from: 1. Any rights, interest!, or cleimE ot parties in potcassion of tha land not showm by the public neords. 7. Any aesamantx or Kana not shown by tt>e public records. This dees net limit the lien coverega >r> Item e of Covered Titte Risks. 3. Any fecit tho\A ttw lartd wtvch • eorract curvay would titcelosa and wtiich ira not shown by the public records. This doos not Sm'rt tha forced remove) coverege in item 12 of Covarad TKb Risks. 4. Any wstar rights or clairrtc ot titte to weter in or undar ttie terxl, wtiether or not shown by the public records. CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY - 1990 EXCLUSIONS FROM COVERAGE rtw foBowing matters are axpfastly axeluded from ttte coverage of this poficy artd the Compeny vviK not 9By bcB or demage, costs, ettomeya' fees or axpansof wl^ arise by reason of: 1. la) Any tew, ordinanoe or govemmemal ragutetion (incfuding but not Kmitad te buBding ar«d zoning levw, ordffianeas, or ragutetions) mstrieiing, ragi^ting^ prohttMting or relating (!) the occupancy, use, or ar^ymwil of the tend; (ii) ttw ctwrsetar, dtmamions or locatiDn ot any improvoment now or hereafter erected on the tend; (5} a separation in ownership ot e ctMnge in the Amansions or area ef the tend or any parcel of wtwh itw tend is or wss a part: or liv) environmantel pretoetion. or iha affect of eny viotebon of these tews, ordirwrwas or govanvnantel ragutetions^ axeapi to Itw extent ttwt a notice of the anforcamant ttwraof or a notioa of a dafoet lien or ancumbranoa raauhing from a viobtion or allagad viotetbn effecting ttw tend has bemn recorded in the p^Me racorda at Date of Pofey. fb] Any govammentet poliea power net exckidad by (e) ebove. except to ttw extent ttwt a rwtice of the exercise ttwraof or • rwiiea of a detaet, Ren or encumbrarwe reculting from e vtolation or aBaged ^wtetion effectine ttw tend hot baan racordad in the public records et Date ol Policy^ 2. Rights of aminant domain unless notice of ttw axerctea ttwraof has baan racordad In tha public raeerds at Date of Policy, but not axcludino from covaraga any ttkjng which has oceurrad prior to Date of Poficy which would ba lunding on ttw rigtws of a purchaser for value without Ivwwtedge. 3. Dafacts, lient, eneumbrancat. adverse eteimt. or other matten: (a) wtwttwr or not raconlad in ttw public records et Dato of Policy, but created, suffarad, asturrwd or agraad to by ttw Irwurad cteimant; (bl not kiwwn to ttw Comparty. not racordad in ttw pubBe racords at Dete ef Policy, but krwwn to tha irwured cteirrwnt and not dtedosad in wrrlting to ttw Compeny by ttw irwurod cteimant prior to ttw date ttw irwurad daiment bacama an irwurad urwlar ttas poficy; (c) rasutting in no Iocs or damage to ttw insurad cteinwnt: (dl attachirtg or craated subaaquant to Date of P^y; or (a> resulting in toss or damage wtach would not Iwve baan austeinad tf ttw insured cteimant twd pakl velua for the irwurad mortgage or for ttw astoto or interact insured by ttite poKoy. 4. UnanforcaaWRty of ttw Ban of tha insurad moftgaga bacausa of ttw irwMicy or feBura of tlw irwurad at Date el PoBcy, or ttw irwlMNty or falhn of any subsequent ownar of tha indabtadrwas. to eomply with tha apt^cabte doing bueirwss lawt of ttw stete in vifhich ttw itn6 is situated. 5. Invalidity or unanforcaabfity of ttw Ban of tlw irwurad mortgaga. or cteim ttwraof, which arises out of tha trarwactien ovidancad by tha Irwurad mortgaga and is basod upon usury or any consumer credit protection er truth in lendino bw. 6. Any cteim, vMch erises out ef the trarwaction vesting in ttw irwurad the astete or intarast irwurad by tttis poHcy er ttw traiwaetion creating ttw intanwt ef ttw irwurad tendw, by reason of tha operation ef federal bankruptcy, stete tneottfeney er eimiav eraditers* riohte tew*. SCHEDUU PART I EXCEPTIONS FROM COVERAGE fhis policv does not insura ageirwt k>ss or damege (end ttw Company vnN rtot pay coste, sttomays' faas or expanses) Mrtach arise by reason ef: PART I 1. Taxat or atsassmantt wttich ara not shown it existino liani by tha records of any taxing authority ttwt tevias texas er assecsmantt on raal proparty «r by the piMc records. Procaadirtgs by a pubKc agertcy wtiich may raault in uxas or assaasivwrvts, or rtoticas of sueh procaadirtgs, whettwr or not shewn by ttw records ef such agency w by ttw pubKc racords. 2. Any facte, rigtrts, irttorestt er cleims vMich era rtot shown by ttw pubBc records but wtueh could be Btcarttirwd by an inspection of ttw tend or which msy ba assarted by perserw in possession ttwreof. 3. Easamaini, Barw or artcumbrertcas. or etaims ttiereof, which ara rwt sttown by ttw public records. 4. Diacrapeneies, oonflicte in boundary Brws, sttortega in aroa, arteroo^vnantt, or any other facte which a conact survey woirid disctesa, ertd which ara rwl sttovm fay tha pubfic reeerdt. 5. le) Unpetarrted mining ctoinu; (b) rasarvatiorw or axcapticms in pstmte er In Acte autttoriung tlw is* uanee ttiaraof; fc) weiar rigttu. risims or titte to watar, wtwttter er net ttw matlais excepted under (a), fb), er (c) ara stiown by Itw pubic raconls. EXHIBIT A (CONTINUED) AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10-17-92) WITH A.L.T.A. ENDORSEMENT-FORM 1 COVERAGE EXCLUSIONS FROM COVERAGE Tht foUowing maners ara expratsly excluded from the eovarage of this poticy and ttw Company wiH not pay tott or damage, costs, ittomayt' faas or expanses wfiich arise by reason of: 1 (a) Any tew. ordirwnca or govemmentel ragutetion (including but rwt limitad to buMing and zoning tews, ordirwncac. or regulations) restricting, regutetlng. prohibiting or rateting te (i) th* occupancy, usa, er anjoymant of ttw tend: (ii) ttw ctwracter, dimeniierw or tocation of any improvamant now or twresfter erected on ttw tend; (iti) a separation in owrwr«tiip or a ctwng* in ttw dtmensions or area of the tend or any parcel ot wtvch the tend it or was a psrt* or (iv) anvirenmantet protection, or tha affact of sny viobtion of thfeta tews, ordirwneat er govemmentel ragutetient, except to ttw extant ttwt i notice of ttw enforcement ttwraof or a notice e( a defect han or encumbrance rasultrng from a viotetion or aBaged viobtion affecting tha tend tws been recorded in ttw public raeords at Date of poKcy. (b) Any goverrwnante I poBce power not exckidad by («) above, except to ttw extent ttwt * notice of ttw exarcisa ttwraof or a notice of a defect Ban or aneumbranca resisting from a viobtion or aOegad viobtion affecting the tend tws bean recorded in tha public raeords at Date of PeKcy. 2. Rights ef emirwnt domain untess notie* of the exareb* tttaraet has baan racordad in ttw public records st Date of Policy, but rwt excluding from covaraga any nking which twt eccurrad prior to Dato of Policy wtiich wouU lw biriding en dte rights ef a purctwser for value wittwut knowtedge. 3. Defaeu, betw, encumbrances, advene cbims, er ottwr matters: (at craated, suffarad, assumed or agreed w by tha insured cteimant; (b) rwt krwvm to the Company, net recorded in the public records at Date ef PoBcy. but known to ttw insured cbimsnt and not disclosed in writing to ttw Company bv ttw insured ctatmant prior to ttw date tha insurad cbimint bacsma an uwurad mdar this potiey; (cl resulting in no bst or derrwge to ttw insured cteimant; td) attoctting or craated subsequent to Dsn of Pohcy (except to ttw axtont ttwt thk poBcy irwurat tha priornv of ttw lien of ttw insured mertgage over any stetutory fien fer sarvicas, tebor or mstorwl or to Tha extent tnturanc* is afforded twrein es to astassmante fer street impiovamanto under eonstruction or compteted at Date of Policy); or (el raruttinQ in Joes or damage wtiich wouki not hava baan sutteirwd if th* irwtirad cternant had paid vakw for the inswad mortgage. UnanforcaabBitv of itw lien of ttw incurad mortgage becausa of ttw irwbibrY or faiure of ttw incurad at Date of PoBcy, or ttw inabaity or feikira of any subsequent owrwr of ths ir>dabtednast, toi comply with applicabte doing bueirwss tewi of ttw stete in wtiich ttw tend b situated. Invafcdity or unenforcaabBtty of the Ban ef ttw insurad mortage, or cteim ttwreof, which arise* out of the trarweetion ovidancad by ttw insurad mortgage and is based upon usury or any consumer credK protection or truth n tending tew. Any statutory ban for sarvicaa. bber or materiate (or the cterni of priority of any stetutory Ben for senricat, tebor or matariab over ttw Ban of ttw insured mortgage) arising from an improvement or worit teteied to ttw tend wtiich b contracted fer and eemmanead subsequent to Dato of Poiicy and b rwt firwnced in whole or in part by procaadt of tha iridabtednast secured by ttw incurad mortgaga wtiich at Date of PoBcy ttw irwurad tiat advanced or b etiBgatad to advance. Any cteim. which arbes out el ttw tranfactien cresting the interest el tfw mertgsgee insurad by ttib poBcy, by raaaon of Itw operation of federal bsnkruptey, state hsotvancy, cr simiter credHora' righn tews, ttwt b besed on: tt) ttw trarwaetien creating ttw interest of ttw intured mortgagee being iteamed a fraudutent conveyanc* or fraudulant transfer; or (ii} ttw subordination ef tfw intatett of tfw incurad mertgegae as a rasult of tfw application of ttw doctrine ef aquitebte subordirwtion: or (iii) ttw transaction creating tha interast ot ttw irwurad mortgagee being deemed a prefarentwl transfer sxcapt whara the praflmntial trancfar results from ttw faiure: (a) to timaty record ttw irwtrumant of trarwfan or (b) of tuch racordstion to impart rwtio* to a purctwser for vakw or a |udgemsnt or )i»n creditor. AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY (10-17-92) EXCLUSIONS FROM COVERAGE The fottowing matters are expractfy excluded from tfw covarege of tftit policy nnd ttw Company wiH not p«y kws or damage, eoste, sttorrwys' fees oi experwes wtiich arba by reason ef: ), (a) Any tew, ordirwnea or govemmemal ragt^tion (including but net Bmitad to building arxi zoning tewt, erdtrwneas, or reguteciorwj rastrieting, regubting, prohflHting or rateting to (1) Itw occupancy, uta. er ar^ymant ef the tend; (fi) ttw etwractor, dinwrwiorw er lecatien ef any improvement now or haraaftor erected on tha tend; (iii) a separation in owrwretiip or a ctwnge in ttw dimansiont or araa of tlw terv) or tny parcal of which ttw tend ir er wsc « pert* or (rv) anvfronmantol protection, or tfw affect ef any viotetion of these tews, ordineneec er govennmentel ragutetions, oxc^t to the extent ttwt a notice of the enforcement ttwreof or e rwtice ef a defect Ben er arwumbrarwe resulting from e viotetion or efiaged viotehDn aftecting th* tend tws bean recorded in ttw puMc records at Dato ef P^xry. (b) Any govemmentel police power not excfcjded by (a) abeve, except to ttw axtant that a notice of tha exercbe ttwreof or a notice of a defect Ban or erwumbranca rasutting from s viotetion or eUaged viotetion affaetino the tend tws been racordad in ttw pubBc raeords at Date of PoBcy. 2. Rights of eminent domein untess notice of itw exercise ttwraof twt bean racordad in ttw p^Aific recordt at Date of Poiicy. but not axckjdmg from coverage any teking which tws occurrod prior to Dato ef Poiicy which wouid )w Innding en ttw righls ef a purchaser for value vwttwut knoMdedg*. 3. Defecte, fient, ancumbranoa*. advets* eteimt, or ottwr msttara: (a) craatod, tufterad, assumed OJ agraed to by the insured cteimant* (b| not known to the Company, rwt recorded in tfw pubiic records at Dtte of PoBcy, but knovm to ttw irwurad ctearwnt and not dbclosad In writing to ttw Company by the Irwured cteimant prior to ttw date Itw insurad dabnanl became an Insured undor thb poBcy; (c) rasutting in no kw* or damage to ttw ineured cteiment; (d) attactiing or etestad cubsaquent to Date of PoBcy, or (*) rasutting in bss or damaga which would rwt twve been susteined if tfw incurad etevnant hed paid vakje for tfw estste or intorest inrured by thb poficy. 4. Any cteirn, wNeh arita* out of the trancaction vecimg in ttw ineured ttw estete or interest insured by ttib pdky, by reason of ttw operation of federa) bar^iruptty. stete incetvaney, or simHar creditora' righte tewc, that b based on: (i) ttw traiwaetion creating ttw astete or interast irwurad by this poticy being deemed a fraudutent eonveyenc* or fraudutent transfer or (a) ttw transaction creating ttw astete er intorest incurad by tt>b policy being daemad » prafarantial transfer bxeept wtiara tha preferential bantfer leculti ftom ttw failura: ia) to timely record ttw instrument ef transfer; or lb) of su^ recMdation to impart notice to a purchaser for v^ue or a judgement or Ken creditor. Ttw above ALTA policy ferms, dated 10-^7-S2, rrwy be isaued to afford eittwr Sterwfaid Coverage or Extended Coverage, tn additien to ttw above Exckieiont from Covarege, the Exceptiorw from Coverage in a Stenderd Coverage p^icy wfll abo irwiude ttw foBoviring Genaral Exceptions: EXCEPTIONS FROM COVERAGE T>M pf^y does not irwura egainct locc ot damsge (and ttw Company vnit not pay coste. attorrwyt' faes or expenses] wtach arita by raaccm of: 1. Taxaa or assatsmar^ wtuch are not shown at exislino Bans by ttw raeords of eny texing auttiority ttwt bvies texes or sssesamante on raal proparty or by ttw pubBc records. Proceedings by a pubfic agerxry wtiich may resuH in texat oi essessments, or notices of such proceedingt, vtrhether er not chevm by ttw reconts of such egency or by ttw pubic reeerdt. 2. Any facte, rigtite, intereste or eteims which era rwt shown by ttw pubiie records but which emdd ba atearteirwd by sn irwpection of ttw terxf or by making inqutry of persorw in possession ttwreof. 3. Eesemerttt, Bans or encumbrances, or cbims ttwraof. vtMch ara not ehown by ttw pubfic records. 4. Dkerapancia*. cortflicte in beundsry fines, shortage in area, aneroactimerrts, er any ottier facte wtvch a correct survey vwouU disdosa. and which ere not stwwn by ttw puMc racerds. 5. (e| Unpatanied mining cbimc; (b) raaervationt or exeeptiont in patente er in Acte sutttorbing ttw bsuanc* thereof; (e) watar rigtm. cterns or titte to wator, wtwttwr ot not ttw mattore excepted under le), (b) or te) ara ctwwn by ttw pubBc raeords. EXHIBIT A (CONTINUED) CLTA HOMEOWNER'S POUCY OF TITLE INSURANCE (6-2-98) ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (10-17-98) EXCLUSIONS In additton to iKe Exeeptiont in Schedula B, You ara not insured ageintt lost, costs, attorrwyt' feet, and axperwei retuftihg from: 1. Govemmental poliet power, and ttw axbtence oi viotetion of any bw or govemmem ragutetion. Thb includes erdirwncet. tews and ragubtiorw cencerrHr^: a. iMjiklirtg b. zoning c. Land uta d. improvemente on Land *. Land drvitien f. environmentel protection This ExctuEion does not epply to viotetibnt er ttw enforcsment of ttwse mattera if no tica of the viotetion or anforcamant appears in ttw Pubfie Records et the Policy Dete. Thit Exclusion dees net Kmit tha coverage deterbed in Covered Risk 14, IS. 16, 17 er 24. 2. Tha faBure of Your existing structure*, or any part of them, to be corutructed in accordanca with applicabte buikting codes. Ttib Exclusion does not eppty to viotetiorv ef buBdmg codes if rwtice of ttw vntebon eppsart in ttw Public Raeords at ttw PoBcy Dax». 3. Ttw right le teke the Land by condemning it, unless: a. notice of axercwing ttw right appeert in ttw Public Records at the Poticy Date; or b. the teking fwpperwd before the Policy Date and b bindino on Vou if Vou fiought the Land wittiout Knowing of ttw taking. b. d. Rkkt: a. ttwt ara created, aNowed, er agraad to by Vou, wtwthar or not ttwy appear in the Public Reeerdt; ttwt ara Known tc You at ttw Policy Dale, but rwt to Us, ur^acs thay appear in ttw PubBc Records at tha PoKcy Date; ttwt rasult in iw tost to You; or ttwt firet occur after tha Poficy Date • tfib does not Bmit ttw coveraga dascrbed in Coverad Rbk 7, B.d. 22. 23, 24 or 25. 5. Failure to pay vakw tor Your Titte. 6. Lack of a rigtit: a. to eny Land euttide ttw tree tpeeffically described end raferred te in paragraph 3 ef Schadub A; and b. in streete. aBayi, or waterwayi thit touch ttw Lar^l. Thb Exebsien doas rwt Bmit ttw coveraga datenbad b Covered Rbk 11 or 18. ALTA EXPANDED COVERAGE RESIDENTIAL LOAN POLICY (10/13/01) EXCLUSIONS FROM COVERAGE Ttta foOowing maners are expressly exckidad from ttw coverage ef ttib peliey sr^ ttw Company wM rwt pay toss or demega, ceste, ettorrwys fees or expenses wtiich arise by raeson of: 1, ta) Any tew, ordirwnce or goverrirrwntel ragutetion (irwkiding but rwt bmited to zoning tews, ordinances, or reg^tiont) restricting, regutetitMl. protiibitir>g or rateting to li) ttw occupency, use, or ar>)oymen1 ef tha Laivl; (i) the ctwracter. dimensient or bcetion of any improvarrwnte rww er haraaftar erected on ttw Land; (Bi| a eaperation in owneratiip er a cfwnge in Itw dimerwions or iraat of ttw Land or any par^l of wttbh tha Land b or wet a part; or (iv] environmantel pretection. or ttw effect ef eny vtotetien ef ttwse tews, ordirwneet er govemmentel regutetiorw. except to ttw extent ttwt a rwtiee of ttw enforcement ttwreof or a notiee of e defect. Ben er aneumbranca rasiMng from a viotetion or aBaged vbtetion affecting itw Land has baan recorded in the Pubtic Records at Date of Poficy. Thb exclusion does rwt Bmit the coveraga provided undar Covered Rbk* 12. 13. 14, end U of thb poficy. (b) Any geverrtmantol pefice power not excluded by (a) abova, except to the extent ttwt a notice of tha axercba thereof or a notica of t defect, Kan or aneumbranca recultinQ from a viotation or tllegad viotetion affaeting tlw Land has bean recorded in ttw Pubfic Records at Dato of Poficy. This axckwion does net fimtt Itw eoveraga providad under CovarMl Rbks 12. 13, 14. end IB ef ttut poBcy. 2. Rights of eminent domein untess notica of ttw axercba ttwraof ties been racordad b ttw PubBc Records at Date of PeBcy. but not exduding from ceverage any taking wtuch has occurred prior to Dste of Poficy wtiich wouk) foe tiinding on ttw rigtite of a purctwser tor value whhoul Knowtedge. 1, Dafecte, Bens, erwumbrances, adverse eteims or ottwr mattors: created, suffered, assumed or agreed to by tfw Insured Claimant- not Known to ttw Cimipany. nqt recorded b tfw Pubfic Records at Dato of Poficy, but Krwwn to ttw Insured Cteimant and rwt disclosed in writbg to the Compeny by ttw Irwurad Cteimant prior to tha data ttw Incurad Cteimant became an Irwured under ttib peBcy; resuliine in iw lost damaga to tfw Irwurad Cteimant; ttteching er created subsequent to Date of Poficy Ittib paragraph does Kmit ttw coverage proNridad undar Coverad Rbks 6, 16, 16. 19, 20. 21, 22, 23. 24, 25 and 26): or resutting in toes or damaga which would net twva been cucteirwd K ttw Insured Cteimant had pakl value for ths Irwured Mortgaga. 4. Unanforceabifitv of Itw fien of ttw Insured Mortgaga becausa of the inebfiity or faiure of ttw Insurad st Date of Poficy, or ttw babSly or fafiura ef any subsaquarA owner of tlw indabtadrwsa, to comply with appficabte doing buairwat tewa of ttw slate in which ttw Land b situated. 5. Invafidity er urwnforoeaMtv of tfw Ran of ttw Irwurad Mortgaga. er cteim ttwreof, wtifch arise* out ef ttw ttanaactien evidenced by ttw Insured Mortgage end b based upon usury, except at providad in Coverad Rbk 27. or any oerwumer credit protection or truth b tending bw. 6. Raal pr^arty toxe* er asaaatmantt of any oovammentel eutttoritv v^ibh bacorrw a fien on the Land tubtaqueni to Dato of Pefiey. Ttib axdusbn doee not Bmit ttw coverage provided under Covered Rbks 7. Ble) end 26. 7. Any cteim of Invafidity, urwnforceabttty or tack ef priority of ttw fien of ttw Insured Mortgaga at to advoncet or modificalbns made aftor tfw Irwured ties Knowtedge that ttw vestee stwwn b Sehedute A b rw bnger ttw owrwr of ttw estete or interest coverad by ttib poficy. Tttb axckiabn does net Bmit tha coverage providad in Covered Rbk 8. B. iMck of priority of itw fien of lha bcurad Mortgaga at to each arxf avary advance made aftar Date of PoBcy, and al intarect ctwigad ttwreon, ovar fiarw, aneumbrsnces and other matters affeetbg ttw titia. ttw exittanea of whieh an Known to the Insurad ah (a) The tinw ef ttw adwanea; or (b) Ttw tim* a mo^fbation te rrwde to ttw term* of llw Irwured Mengags wlibb ctwngea tha rate ef interest ctwrged. If tha rate of interact ia greater es a result of ttw modifieBtien ttwn it wouU have baan before ttw modlficaiion. TtMt exetuaien doe* rwt fimit ttw coverage providad b Covered Rbk B. fi. Ttw fetkire ef ttw recidentid ctruetura, or any portion ttwreof to twve been constructed before, on or aftar Dato of Policy b aceordanca with appficabte bufiding codec. Thb exclusion dees not apply to vtetetiorw of birikling codec it rwtice of the viotetion appeare b ttw PubBc Records at Date of Poficy. Fidelity National Financial Group ol Companies' Pfivacy Statement July 1, 2001 We recognize and respect the privacy expectations of today's consumers and the requirements of applicable federal and state privacy laws. We believe that making you aware of how we use your non-public personal information ("Personal Information"), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public thet we serve. This Privacy Statement provides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: • From applications or other forms we receive from you or your euthorized representative; • From your transactions with, or from the services being performed by, us, our affiliates, or others; • From our internet web sites; • From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others; and • From consumer or other reporting agencies. Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or Intrusion. We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes. Our Policies and Practices Regarding the Sharing of Your Personal Information We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate settlement service providers. We also may disclose your Personal Information: • to agents, brokers or representatives to provide you with services you have requested; • to third-party contractors or service providers who provide services or perform marketing or other functions on our behalf; and • to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. One of the important responsibilities of some of our affiliated companies is to record documents in the public domain. Such documents may contain your Personal Information. Right to Access Your Personal Information and Ability to Correct Errors or Request Changes or Deletion Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information. We reserve the right, v^ere permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests. All requests must be made in writing to the following address: Privacy Compliance Officer Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, FL 32204 Multiple Products or Services If we provide you with more than one financial product or service, you may receive more than one privacy notice from us. We apologize for any inconvenience this may cause you. Notice You may be entitled to receive a $20.00 (jiscount 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 transaction, you may be entitled to multiple discounts. If your previous transaction involved the same property that is the subject of your current transaction, you do not 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 different from the property that is subject of your current transaction, you must inform the Company of the earlier transaction, provide the address of the property involved in the previous transaction, and the date or approximate date that the escrow closed to be eligible for the discount. Unless you inform the Company ofthe 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 qualify for a discount. Effective though November 1,2012 o MAP NO. 6 905 fO' !cr Ml tfjoris .tv m-visaer ' Knot/ Of n/t toMD If sur^mjoD ^-i«--t I \ 1 • LA COSTA MEADOWS UNIT NO.2 SHEET 4 QF 11, SHEETg f) •TSCtL— I ("-tp- SHEIT HKX II { r.CIN(fMNC COMfAN. COUNTY TM2887-2 , «/// fflow .-Aiof./ • ut-iu)is) NOTICE If this document contains any restriction based on race, color, religion, sex, familial status, marital status, disability, national origin, or ancestry, that restriction violates state and federal fair housing laws and is void, and may be removed pursuant to Section 12956.1 of the Government Code. Lawful restrictions under state and federal law on the age of occupants in senior housing or housing for older persons shall not be construed as restrictions based on familial status. Government Code Section 12956.1 Effective September 5, 2000 CT-490 (Repiiwed 09/00) CC&R 370 5/71 When Recorded Mail To: TITU mmm?::- AND i^jusi COMW4| space B<;iou' for ReCurdr'r'.'K Use r.l.l;T IM'.I.C'UK X I i X X ' X ; X X i X X i K : t i i X i X i X DECLAiaATlQjSI AND ESTABLISHMENT OF PROTECTIVE CONDITIONS AND RESTRICTIONS hero in. ifter referred to I Lots 254 through 412 l|,a Costa Meadov/s Unit No. 2 1 THIS DECLARAITION AND ESTABLISHMENT OF PROTECTIV J I CONDITIONS AND RESTRICTIONS made this 4 th day of May 1971, by LA COSTA LAiND COMPANY, an Illinois corporation, duly qual.iiied and authorizeri to transact business in the State of California, as "Dec! ^jrant". WITNESSETH: WHEREAS, Decilarant is the owner of a cffrtain tract of land in San Diego County, Calij[ornia, more particularly iescribed as follows: Lot.*; 254 through 412, inclusive of La Costa Meadowi; Unit No. 2, according to Map No. 6905 filed in the Office of the Couiiity Recorder of San Diego County, Californjia, and fUecs as Document No. 79688 , on ; April 21 . 19 71 '. and WHEREAS, it ii> the desire and intention of Declarant to sell the property above described, and to impose upon it mutual beneficial restric- tions for the benefit of all the land in that tract and the future owners of those lands. NOW. THEREFORE, know all men by these presents: Declarant herd ly declares that said lots, all parcels and portions i CO CO of said La Co:Ua Mcadov-'.s Unit No. 2 are held, and shall be held, trai f.- i frrred, hypothecated, s^)Id, conveyed or v;ncumbered, leased, rented, used, occupied and impr restriction.s, rcscrvatio oved. subject to the covenants, conditions, ns, condilions subsequent with reversion, and charges a.s follows, all Of which are declared and agreed to be in furtnez ance of a plan for the su every part thereof. All covenajils shall run with ibdivision, improvement and sale of said land and of the limitations, restrictions, conditions and the land and shall be binding upon all parties having or acquiring any right, title or interest in the desc.-ibed land or any part thereof. ARTICLE I PROPERTtf SUBJECT TO THIS DECLARATION The property subject to this Declaration is known as La Costa Meadov/s Unit No. 2, arid is more particularly described as: Lots 254 through 412, inclusive of La Costa Meadows Unic No. 2, according to Map No. ^:<^05 . filed in the Office of the Counly Recorder of San Diego County, California, , and filed as Document No. 79688 on April 21 7W11 1, 'Lot" means shown on the map hereiiabove referred to or any parcel or parcels into which said property is ! unless the context and ARTICLE II DEFINITION OF TERMS one of the numbered parcels of real property as piit or shall be subdivided. 2. "Said properjty" means the property described in Article I, Ircumstances otherwise require. 3. "Set back" means the minimum distance between the dwelling building or other struct as shown on any future consisting of contiguouj ure referred to and a given street or line. 4. "Building sife" means a single lot as shown on said map, or final subdivision map, or as shown on a parcel . portions of any two or more contiguous lots, or CO CO to H ^ CO rxct'pl furthei" a.s iti !•! - J 1 -its in\iJl\p]e j-inglc family dwelling unit.s (including ;iats) with cu.stoinary und .suitable outbuildj.ngi a.s |H'fmilf.o(i hy l;iw and the Architectural Committee, provided that no sucli ){-:•) Jot shall lie uccujiied j)y more than one dwelling unit per 1,000 square feel. 4. Nl) hor.sos, cattle, cows, floats, sheep, rabbits, hares, reptiles, or othor vinimals, pif^consj, phca.sanls, game thirds, '^ame or other birds.', fowl or poultry sliall be rjiised, kept or permitted upon said property or :uiy pan thereof, except tiat dogs and cats and other household pets may be kept, provided that they are not kept, bred or raised for commercial pur- poses or in unrea.sonable quantities, and provided that they do not become :J luiisance to the owner.s ••f, or occup.inls of .said property, and that ajthouf^h horses may not lie kept, .'..-tabled or mainl.aincd, they may be pc 'mitled on (he premises. | 5. No part of said property shall be used for the purpose of drilling ihereon for, or pjroducing therefrom, water, oil, gas or any mineral substa.ncc. Declarant hereljy reserves all crude oil, petroleum, gas, brea, asphaltum and all Hindred substances and other muierals under and 1 in said land. 6. No no.\ious or offensive trade cr activity shaU be carried on upon said pr operty or anji part thereof, nor shall anything be done or main- tained thereon which may be or become an annoyance or nuisance to the ne:.ghborhood. 7. No television hntenna or antennae or unsightly objects, poles or wires shall be permitted on the roof of any dwelling or other buOding; and, in the case of television antennae, thi; owner of the property may, at his option, hook on to the underground television antenna system which Declarant may cause lo I e inslalled. 8. Said rea) pro^jterty and the building sites included therein are subject to such easement's and rights-of-way for erecting, constructing, I ! -4- • O CD CO to i m Q i(.s S( rccnini:^ sh.'ill firsi 1;"' .ipjirovcd l.iy .said Ar ch itecli'ra] Conimiltcc before U.S in.slallalion. j AHTJCLE IV CIlXl^AClKJ^ OF BUILD ING :i . No :-esidcntial jbuilding nay be erected or matiitained on any •tf s;ii(i property except niviltiple single family dwellings, two-family dwel- lings aiui single family dw filings, with private appurtt nant garages and buildings of any kind .shall site prior to the erection c (•u.stonuiry outbuildings. :^i;xcept as to Lot 412, no buUding shall exceed more than two stories in height or thirty- five feet in height, whichever is less. 2. No trailer, out|)Ouse. garage, shed, tent, or any temporary be erected or maintained on any lot or building :f tlie principal dwelling building thereon, pro- vided, however, that the cjsnditions herein contained shall not be construed I to prevent the temporary donstruction and maintenance by Declarant or its agents of buildings or i|nprovements on said property deemed necessary I or convenient in the develojpment of the subdivision. 3. The work of coils tru cling any residence or building shall be prosecuted diligently and cDntinuously from the commencement thereof until the same is complete^K All structures .''hall be suitably painted, colored or stained immediitely upon completion. 4. No single familj' dwelling shall be erected, except on odd and irretula.r-shaped lots, which shall have a floor square foot area, exclusive of porches and garages, of^ less than 1500 square feet without the prior written permission of the io-chitectural Committee. No dwelling unit of any residential buiiding containing more than one single family dwelling ;rted or constructed on said property which shall ?a, exclusive of porches and garages, of less unit shall be erected, conv have a fioor square foot ar •O CO CO to ^ CO than 1000 square feet withc^ut the prior written permission of the Architectural (.'om mit tec. 1 I 5. No Ijuildinu; (M;(;l::Lcd or constnicUM' elsewhere shall he moved op.lo .uiy lot or huildint; sitjs without the prior written approval of the .ArcliitcTlual Committee. \ I G. No horse frailer, living trailer, house car or "campster", :c parked on any road or building site either h.oat or bcral trailer shall temporarily or j)ermanent},y, or shall any such motor \ehicle not capable of being operated be parko of a garage on any lot or b I 7. Declarant shall any lot or buiiding site tha id for longer th;in forty-eight (48) hours outside juilding site. Other than customary maintenance work and minor emergency repairs, there shall he no painting, repairing or meclumical work done cjn any motor vehicle on any residential lot or Iniilding .site. have the right at all times to enter on or upon It is vacant or unplanted or untenanted by the owners thereof, after rea^:onable notice lo the owners thereof, and to plant or replant, trim, cut back, remove, replace and/or maintajji hedges, trees, shrubs or (lowers on the area within iwency-fivo (25) feel of any front or rear or side line thereof, and/or to keep cultivated and/or remove j)lants on any portion of any lot or buildirg sites of said property, and Declai'ant, or any officer or agenl thereof, shall not thereby be d.;emed guilty of any manner of trespass. Whe i the owner of a parcel or lot so planted or main- tained by Declarant shall jjive written notice to Declarant of his intentions to Improve the same withip thirty (30) days. Declarant may, within thirty (30) day£i, and thereafter until work on said improvements is commenced, transplant, remove or disjDose of any or all of the plantings which may have been made bv it. I I I ARTICLE V I j I FENCES 1. No fence, wallj hedge or coping shall be erected nearer the ! -7- CO CO CO a> CO front lilt line iiian ihc front'linc of any dv;elling which .shrll h.ivc n greater i !icif;iit ilian six (6) feel ai)C)i^'e the finished graded surfaco of the ground upon whicli ii i.s loeatcd. | 2. All I'encof; from] the standpoint of construction, style, material, i-olor and v'icu- .j'hal] bt? stiljj(.'<:l lo the prior wrilten approval of the Ar<-hitectural Committee. | Because of ti e topography of the land, and i l^artieularly in connection I'vilh lots which shall abut the .|olf course, such mailers as the obstruclionjof the view, elevation, heighl, architectural st\ic and materials are of importance to all of the prospective owners of lots in the .subdivision, and therefore, for the protection of all owners, the prior wrilten approval of l:ie Architoctural Committee is required. ARTICLE VI I SETBACKS I 1. As to any R-2 lot or R-3 lot, the dwelling units may be located to wilhin but no nearer tha:n five (5) feet, plus IM-O and one-half (1-1/2) feet lor each dwelling unit in excess of two (2), but not more lhan ten (10) feet to any side lot line. 2. None of the setjback lines referred to in this article shall apply to open porches, eaves, hay windows, steps, chimneys, porte-cocheres, i gates, or gateposts, whicji. however, with the exception of porte-cocheres, gales and gateposts shall lin no event extend more than eightten (18) inches into the side setbacks referred to in this article. The Architectural Com- , miltee may grant exeeptiens and variances from the provisions of this article. ARTICLE VH i SIGNS I Except as to Lot 4il2, no signs or other advertising device of any character shall be erectejd or maintained upon any part of said property, except that (a) on any one! lot or building site one sign, not larger than i I eighteen (3 8) inches by lW|enty-four (24) inches, advertising the property for CO CO sail- or rent, may be eriicteld and maintained; (b) Doclar.ant or its agents I niay erect and maintain on .<|aid properly !;uch signs and other advertising devices as il may deem nec|;ssary or proper in connection wilh the conduct i of its operations for the devjelopment, improvement, subdivision or sale of .said properly; (c) as lo lj?-3 and commercial lots, only one (1) sign vi.sible from extei-ior of thei buildings and deslgna':ijig only the permiUed 1 principal use of the premises, shall be allowed fronting each street, pro- vided that: (1) ihe color, lighting and style of the sign has been approved by lhe Architectural Commilttee in writing; (2) no sign shall exceed twenty (20) square feet in area; (3) no sign shall be illuminated by changing or animated lights or parts, ^jny illumination employed shall be an indirect nature. ! ARTICLE VIII Al'PROVAL OF PLANS 1. No building, fen erected, i-onstructed, alter the building site, shall hav€ by the Architectural Comm building erected or com?tru ;e, wall, pole or other structure shall be •ed or maintained upon any portion of sa'.d property, u.nless a complete set of plsns and specifications therefor, including the exterior color scheme with a block plan inc icating the exact location on been submitted to and approved in writin.;* littee as hereinafter set forth, nor shall any I ;ted elsewhere be moved on o any building site without the consent specified by Paragraph 5 of Article IV. The approval of said plans and specificat:.ons may be withheld not only because of their the specific conditions and restrictions contained ;reof, but also by reason of the dissatisfaction of the Architectural Committee with the style, design, appearance or location of the proposed structure or structures. At the time the building plans and specifications) shall be submitted to the Architectural Committee :ant shall pay the following filing fees: \ noncompliance with any of 1 in this and other clauses he for its approval, the applic As to any R-2 1 As to any R--3 1 As to any R-l Lot, $50 for each plan submitted. ot, $75 for each plan submitted, ot, $100 for each plan submitted, plus $3 per unit per building, -9- 0 .0 CO' CO to CO yl Wo'' 2. The vvritlen approval of the Architectural Committee; may be recorded in the Office of thej(,'ounty Recorder of San Diego County, and sh.ill be conclusive eviiJence 3. The aj>provEd of t specifications submitled for of such approval. -le Architectural Committee of any plans or approval, as herein specified, shall not b^ deemed to be a waiver by thn Architectural Committee of its right to objec . to .')n} of the features or elej|nents embodied in any subsequent plans or specil"ications submitted for approval as herein provided, for use on any • building site, nor shcJt such approval be construed as in any manner 1 -Jifying, altering or waiving any of the conditions or restrictions set out herein as lo location or Jjtherwise. 4. If after such plan building, wall, fence, or oth and specifications have been approved, thc er structures shall be altered, erected or maintained upon the buildingi site othei-wise than as approved by the Architectural Committee, sj-ch alteration, erection and maintenance shaU be deemed to have been undc'rtaken without the approval of the Architectural Comniitloe ever having been 5. Any agent or any obtained as required by this Declaration, member of the Architectural Committee may i from time lo lime at any redisonable hour or hours enter and inspect any property subject to the jurii^diction of the Architectural Committee as to its maintenance or improveilnents in compliance with the provisions hereof; and the Architectural Committee or any agent thereof shall not thereby be liable for, any manner of trespass for such jl'chitectural Committee may issue a certificate of completion and compliande as to any property so inspected. 6. No alteration shall be made in the exterior design or color of any structure unless such aiteration, including any additions, shall have first been approved in writi)|xg by the Architectural Committee. 7. The Architecturj'l Committee shall consist of three (3) members deemeci guilty of, or become entry or inspection. The AJ •o CO CO to OS ,1 f •10- .•V' who .shall be appointed by tlte undersipned Declarant. i fl. I'ntil .such 'ime ;jiS i.s hereinafter provicied, Doclarant shall I have full power to remove q'ny member of said Architectural Committee I and to make appoinlmenis UJ fill any vacancies in the membership thereof. .•\ny written instrument of a I>e( loranl may be filed vv'ith I ppoinlmen', or remo-/al duly executed by the County Recorder of San Diego County, and such recordation shall jimpart to all persons of the matters therein set forth. j I I 9. A wrilten approj'al of two (2) of the members of the Architectural an approval. If said Architectural Committee ny plans and/or specifications which have been Committee shall constitute fails to approve or reject a submitted to it within thirt; ' (30) days after submission to the Architectural Committee, then no approv al shall be necessary. If no action shall be filed or nolice of rejection recoirded, by or on behalf of said Architectural Com- mittee within thirty (30) days after notice of completion .-shall be recorded covering the construction, alteration or replacement of any structure, the filing of such notice of completion of record shall be conclusive evidence of u.re by the Architectural Committee, at any time, at its option, relieve itself oi" the •} maintaining said Architectural Committee by :oimty Recorder of San Diego, a notice stating the approval of such struc 10. Declarant may, obligation of appointing an filing in the Office of the that it has surrendered thn powers of appointment and maintenance of said Architectural Committee xs granted by this article and this Declaration, and upon recording of isuci notice, said powers shall immediately vest in the majority of the propeijty owners or in an association of property owners, if one has been formed by! the property owners and is in existence. 11. Neither Declai ant, its successors or assigns, nor the Architectural Committee, nor any meniber thereof, shall be held responsible for any loss or damage, nor be liable in any way whatsoever for any errors or i ! ••! defects which may or may not be shown on said plans or specificatione, or 1 -li-es 52? •o CO CO to C35 CO i otherwise. | 12. l-'or the purj>o'st.- of makinf- a search upon, or guaranteeing or in.suring title to, or ajiy lien on or interest in, any lot or parcel of said i property and for Ihe purjj>ose ni protecting purchasers and encumbrancers for \ alue and in good faitjh as against the performance or nonperformance Ol ;inv of tiie :icts in this |Declaration authorized, permitted or lo be I .'ipproved by the Architectural Committee, the records of the Architectural Committee sliall be prinr^a facie evidence as to all matters shown by such records; and the issuance of a ceriificate of completion and compliance by the Architectural Comm]|tlee showing that the plans and specifications for sr matters herein provided for or authorized hat said improvements have been made in accordance facie evidence and shall fully iustify and protect sons certifying, guaranteeing or insuring said I or any interesl therein, and shall also fully pro- the miprovemcnls or oth ha\ e been approved and tht.-rcwith shall be prima any title company or per tille, or any lien thereor thereon, as lo all mattei mitloc. led any purchaser or encumbrancer in good faith and for value in acting s within the jurisdiction of the Architectural Com- ARTICLE IX CONSTRUCTION OF CONDITIONS AND RESTRICTIONS 1. The determiniation by any court that any of t le provisions of this Declaration or any part jiereof, are unlawful or invalid shall not affect the validity of the other provisions or remaining portions hereof. 2, Damages are any breach of the provisions of this Declaration, Declarant contemplating the enfoi'cement of such ments. and not damages declared not to be adequate compensation for .-estr ictions as part of the general plan of improve- for the breach of such restrictions. -12- •o CO CO CO f I 'i-! AHTICLVC X SCOJ'M.-: AN!) DU RATION Ol'' CONDITIONS, RESTRICTIONS AND CHARGES .All of the condition restrictions and charges set forth in this DcM-laration are imposed ujion saici property for the direct benefit thereof s part of the general plan of improvements, upalion ano nir.intenancc hereby, and said d charges shnll run with the land and continue and of tlic O'vncrs Ihert.'of drvelopmcnl, builciing, occ com'itions, r.'.'strii4ions an to be in full force and effect until January 1, 1990, at which time said co;iditions, restrictions an successive periods of ten ( owners of record of buildii' restrictions and charges in signed Ijy said owners, wh it to be recorded in the Off rov.ided, however, the prohibition of Paragraph 2 of Article III shall be perpetual upon all property site therein, provided, fur development and the filing the provisions of Article V Article III shall be of no fu to in said report and descr its successor or assign sh to carry this provision intc EFFECT OF BREA( The conditions, res d charges shali be automatically extended for 10) years unless by a vote of a majority of the g sites it is agreed to change said conductions, whole or part by an instrument in writing, ch shall be acknowledged by them so as to entitle ice of the Recorder of the County of San Diego, for the mutual benefit of every lot or building ther, that upon issuance of a California Division of Real Estate's Public Report for a statutory condominium or plJmned-unit for recordation of a Notice of Completion thereof, [II and paragraphs 1, 3, 10, II and 12 of rther effect as to any part o' said property referred bed in said Notice of Completion and Declarant, ill execute and deliver any documents necessary effect. ARTICLE XI :H OF CONDITIONS AND RESTRICTIONS trictions and covenants hereby established shall ! operate as covenants running with the land; and further. Declarant and/or thc owner or owners of any lot or lots, including any bona fide purchaser -13- • o CO CO I I- 9\. :, is US i untk-r conlract, in thc i vert of a breach of any of said restrictions, conditions and covenants or a continuance of any such bi^cach, may brinf i appropjMate legal prnceedijigs, lake steps to enjoin, abate or remedy lhe same. • i Provided, however', that a breach of the foregoing conditions and restrictions shall not affet t or render invalid the lien of any mortgage ni- ceed of trust made for value which may then be a lien, or become a i lien upon said property, biit such conditions and restrictionrs shall be i binding upon and effective lagainst any owner, and heirs, devisees, executors, Lidministrator:^, successors and assigns of any owner, whose litle is acquired under and through any such mortgage or deed of trust by foreclosure. Trustee'^; sale, or otherwise. ARTICLE XH RIGHT TO ENFORCE 1. The provisions inure lo the benefit of ;uid or- assigns, or the owners each of their legal rcpres the failure to enforce any contained in this Declaration shall bind^ and be enforceable by Declarant, its successors of any portion of said property, or their and sentatives, heirs, successors or assigns; and of such conditions, restrictions or covenants herein contained shall in \\o event be deemed to be a waiver of the right to do so thereafter. 2. In any legal prjoceeding commenced by anyone entitled to enforce, or restrain a vi^ilation of this Declaration, or any provision hereof, the losing party ojr parties shall pay the attorney's fees of the win.ning party or parties in such amount as may be fixed by the Court in such proceeding. I ARTICLE xm ! AMENDMENT I This Declaration any part thereof may be amended or supple- mented by an instrument {in writing subscribed by not less than sixty-six •o CO CO to ipr<r. m W -14- :uid two thirds percent (6;'3--2/3%) of the owners of the property and fUed for record in Ihe office d'. the County Kecord<T of San Diego County. IN WITNESS WHI{!KKOF. LA COSTA LAND COMPANY, a i cnrporation, has caustjd jits corporate name to be hereunto subscribed by ils officers thereunto duly authorized and its corporate seal affixed as of the day and year f>rsi above writlen. LA COSTA LAND COMPANY, an Illinois corporation By By Vice-Pr^14pi •> : As p 1 s t ant Seci^jS^'aqry ^' .- STATE OF CALIFORNI 4 ) ) ss. COUNTY OF SAN DIEGO ) On this 4th day ( if May , ISr fl, before rae, a BURTON L. ICRAMER Notary Public, personally appeared known to me to be thfe'^'esident and ELAINE THOMAS ~~~7.' known to me to be the Assistant Secretary of the LA COSTA LAND COMPANY, the cbrporation that executed the within instrument, and acknowledged to me that such corporation executed the same. (Seal) > •'•~*-='«-:~r-cs,-s.-. » i -^f^y . , - • • :.OiKir,- Notary public in arid for sai County and State •J 1 I CO I CO ; CO WVien Recorded Retum to: Bu^tor^ Kramer Lo Costa Land Co. Cos»a Del Mor Rood Roncho Lo Costo, CA ^lgrp> CITY OF 5'/O.II V CARLSBAD Planning Division www.carlsbadca.gov NOTICE OF REOUEST FOR A PLANNED DEVELOPMENT PERMIT Notice is hereby given that an administrative Planned Development Permit has been applied for to allow a zero lot line subdivision of an existing duplex on property addressed as 6720 Cantil Street and 2712 Anta Court, Carlsbad, Califomia, and more particularly described as: Lot 287 of La Costa Meadows Unit No. 2, in the City of Carlsbad, County of San Diego, State of California, according to Map thereof No. 6905, filed in the Office of the County Recorder of San Diego County, April 21, 1971. If you have any objections to the granting of this permit or wish to have an informal hearing to discuss the requested permit, please notify the Planning Division, 1635 Faraday Avenue, Carlsbad, Califomia 92008, in writing within 10 days of the date of this notice. If you have any questions, please call Chris Garcia in the Planning Division at (760) 602-4622. CASENQ.: PUD 11-02 CASE NAME: Madsen Parcel Map DATE: May 10, 2011 CITY OF CARLSBAD PLANNING DIVISION 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4600 F 760-602-8559 © NOr TO SCALE SITEMAP Madsen Parcel Map PUD 11-02 ' INGINEERING IDESIGN GROUP 1 i 2121 Montiel Road, San Marcos, California 92069 • (760) 839-7302 • Fax: (760) 480-7477 • www.designgroupca.com LIMITED GEOTECHNICAL INVESTIGATION NEW MADSEN DUPLEX. LOCATED AT NORTHEAST CORNER OF CANTIL STREET AND ANTA COURT. CITYOFCARLSBAD, CAUFORNIA EDG Project No. 094500-1 April 8, 2009 PREPARED FOR: STEVE MADSEN c/o MIKE LLOYD 760 Curtis Drive Vista, CA, 92084 TABLE OF CONTENTS Page SCOPE 1 SITE AND PROJECT DESCRIPTION 1 FIELD INVESTIGATION 1 SUBSOIL CONDITIONS 1 GROUND WATER 2 LIQUEFACTION 2 CONCLUSIONS AND RECOMMENDATIONS 4 GENERAL 4 EARTHWORK 4 FOUNDATIONS 6 CONCRETE SLABS ON GRADE 7 RETAINING WALLS 9 SURFACE DRAINAGE 10 CONSTRUCTION OBSERVATION AND TESTING 11 MISCELLANEOUS 12 FIGURES Site Vicinity Map Figure No. 1 Site Location Map Figure No. 2 Approximate Location of Test Pits Figure No. 3 Test Pit Logs Test Pit Nos. 1-2 APPENDICES References Appendix A General Earthwork and Grading Specifications Appendix B Testing Procedures Appendix C Retaining Wall Drainage Detail Appendix D SCOPE This report gives the results of our limited geotechnical investigation for the property located at the northeast corner of Cantil Street and Anta Court in the City of Carlsbad, California. (See Figure No. 1, "Site Vicinity Map", and Figure No. 2, "Site Location Map"). The scope of our work, conducted on-site to date, has included a visual reconnaissance of the property and surrounding areas, a limited subsurface investigation of the property in the area of proposed improvements, field analysis, soil testing and preparation of this report presenting our findings, conclusions, and recommendations. SITE AND PROJECT DESCRIPTION For the purpose of this report the front of the property (along Anta Court) is assumed to face south. The subject property consists of an irregular shaped lot located on the northeast comer at the intersection of Cantil Street and Anta Court in the City of Carlsbad, California. The site is bordered to the west by Cantil Street, to the south by Anta Court, and to the north and east by existing developed residences. The overall topography of the site area consists of coastal foothill terrain. The subject site consists of a previously graded, gently sloping pad. At the time of this report the site is vacant. Based upon our conversations with the project architect, and limited review of the preliminary foundation plans we understand that development will consist of the following: 1. New duplex home founded on slab on grade floor. FIELD INVESTIGATION Our field investigation ofthe property consisted of a site reconnaissance, site field measurements, observation of existing conditions on-site and on adjacent sites, and a iimited subsurface investigation of soil conditions. Our subsurface investigation consisted of visual observation of two lest pits in the area of proposed structures, logging of soil types encountered, and sampling of soils for laboratory testing. The locations of the excavations are given in Figure No. 3, "Site Plan, Approximate Location of Test Pits". Logs of the exploratory test pit excavations are presented In Test Pit Nos. 1-2. SUBSOIL CONDITIONS Materials consisting of topsoil and weathered sands undertain by sandstone were encountered during our subsurface investigation of the site. Soil types within our test pits are described as follows: Topsoil/Weathered Sands: Topsoil consisted of light brown, medium dense, slightly silty sands. These profiles extend to depths of approximately 48 inches beiow adjacent grade in Madsen Duplex Page No. 1 Comer Cantil St. & Anta Ct. Carisbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL.CIVIL, STRUCTLWAL CONSULTANTS areas observed. Topsoil and weathered sand materials consist of tan / grey, dry to slightly moist, slightly silty sands with small roots. Topsoil and weathered materials are not considered suitable for the support of structures in their present state, but may be used as compacted fill during removal and recompaction. Silty sands classify as SW-SM according to the Unified Classification System, and based on visual observation generally possess potentials for expansion in the low range. Sandstone Sandstone material was found to underlie the topsoil material within the test pit excavations. Sandstone materials consisted of tan/light grey, slightly moist, dense, slightly silty sandstone. Sandstone materials are considered suitable for the support of structures and structural improvements, provided the recommendations of this report are followed. Sandstone materials classify as SM according to the Unified Classification System, and based on visual observation and our experience possess potentials for expansion in the low range. For detailed logs of soil types encountered in our test pit excavations, as well as a depiction of observed locations, please see Figure No. 3, "Approximate Location of Test Pits", and Test Pit Nos. 1-2. GROUND WATER Ground water was not encountered durtng our subsurface investigation of the site. Ground water is not anticipated to be a significant concern to the project provided the recommendations of this report are followed .However in our experience, groundwater conditions can develop where no such condition previously existed. Proper surface drainage and irrigation practices will play a significant role in the future performance of the project. Please note in the "Concrete Slab on Grade" section of this report specific recommendations regarding water lo cement ratio for moisture sensitive areas should be adhered. The project architect and/or waterproofing consultant shall specifically address waterproofing detaiis. LIOUEFACTION It is our opinion that the site could be subjected to moderate to severe ground shaking in the event of a major earthquake along any of the faults in the Southern Califomia region. However, the seismic risk at this site is not significantly greater than that of the surrounding developed area. Liquefaction of cohesionless soils can be caused by strong vibratory motion due to earthquakes. Research and historical data indicate that loose, granular soils underiain by a near-surface ground water table are most susceptible to liquefaction, while the stability of most silty clays and clays is Madsen Duplex Page No. 2 Comer Cantil St. & Anta Ct. Carisbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL STRUCTURAL CONSULTANTS not adversely affected by vibratory motion. Because of the dense nature of the soil materials underlying the site and the lack of near surface water, the potential for liquefaction or seismically-induced dynamic settlement at the site is considered low. The effects of seismic shaking can be reduced by adhering to the most recent edition of the Uniform Building Code and current design parameters of the Structural Engineers Association of California. Madsen Duplex Page No. 3 Comer Cantil St. & Ante Ct. Carisbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL CIVIL. STRUCTURAL CONSULTANTS CONCLUSIONS AND RECOMMENDATIONS GENERAL In general, it is our opinion that the proposed construction, as described herein, is feasible from a geotechnical standpoint provided the recommendations of this report and generally accepted construction practices are followed. Based upon our understanding of the proposed improvements we anticipate a removal and recompaction beneath the entire footprint of the proposed new residence. Removals should be extended a minimum of 5 feet outside the proposed building foundations and will extend to depths of approximately 3 feet below adjacent grade. The following recommendations should be considered as minimum design parameters, and shall be incorporated within the project plans and utilized during construction, as applicable EARTHWORK In areas of structural or cosmetically sensitive improvements fill topsoil and weathered profiles found to mantle the site will require removal and recompaction. 1. Site Preparation Prior to any removals, areas of proposed improvement should be cleared of old structures and surface and subsurface organic debris (including topsoil). Removed debris should be properly disposed of off-site prior to the commencement of any fill operations. Holes resulting from the removal of debris, existing structures, or other improvements which extend below the undercut depths noted, should be filled and compacted using on-site material or an import material with very low potential for expansion (E.I. < 20). 2. Removals Topsoil, fill and weathered profiles found to mantie the site in the trench excavations (i.e., upper approximately 12 inches), are not suitable for the structural support of buildings or improvements in its present state, and will require removal and re-compaction in areas of proposed slab on grade floors or other settlement sensitive locations. In general, grading should consist of the excavation of fill to competent subgrade materials, scarification of subgrade to a depth of 12 inches, and the re-compaction of fill materials to 90 percent minimum relative compaction. Removals beneath new foundation, should extend to a depth of 1 foot minimum below the bottom of proposed foundations. We anticipate a removal depth of 3 feet. If any proposed new foundations are proposed deeper than 24 inch removals may require local deepening below 3 foot. Excavated fill materials are suitable for reuse as fill material during Madsen Duplex Page No. 4 Comer Cantil St. & Anta Ct. Carisbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL. STRUCTURAL CONSULTANTS grading, provided they are cleaned of debris and oversize material in excess of 6 inches in diameter (oversized material is not anticipated to be of significant concern) and are free of contamination. Improvements should be constructed on uniform building pad. Removals and undercuts should extend a minimum of 5 feet (or to a distance at least equal to depth of fill removals, whichever is greater) beyond the footprint of the proposed structures and settlement sensitive improvements. Where this condition cannot be met it should be reviewed bythe Engineering Design Group on a case by case basis. Remova! depths should be visually verified by a representative of our firm prior to the placement of fill. 3. Fills Areas to receive fill and/or structural improvements should be scarified to a minimum depth of 12 inches, brought to near optimum moisture content, and re- compacted to at least 90 percent relative compaction (based on ASTM Dl 557-91). Compacted fills should be cleaned of loose debris, oversize material in excess of 6 inches in diameter, brought to near optimum moisture content, and re-compacted to at least 90% relative compaction (based on ASTM Dl 557-91). Surficial, loose or soft soils exposed or encountered during grading (such as any undocumented or loose fill materials) should be removed to competent formational material and properiy compacted prior to additional fill placement. Fills should generally be placed in lifts not exceeding 8 inches in thickness. If the import of soil is planned, soils should have low potential for expansion (E.I. < 50) and free of debris and organic matter. Prior to importing, soils should be visually observed, sampled and tested at the borrow pit area to evaluate soil suitability as fill. 4. Slopes Permanent slopes may be cut to a face ratio of 2:1 (horizontal to vertical). Pennanent fill slopes shall be placed at a maximum 2:1 slope face ratio. All temporary cut slopes shall be excavated in accordance with OSHA requirements. Subsequent to grading planting or other acceptable cover should be provided to increase the stability of slopes, especially during the rainy season (October thru April). Madsen Duplex Page No, 5 Comer Cantil St. & Anta Ct. Cartsbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL CIVIL. STRUCTURAL CONSULTANTS FOUNDATIONS The following design parameters may be utilized for new foundations founded on competent sandstoneic material. 1. Footings bearing in competent material or compacted fill material may be designed utilizing maximum allowable soils pressure of 2,000 psf. 2. Seismic Design Parameters: Site Class D Spectral Response CoefTidents SDS (9) 0.781 SDI (g) 0.442 Bearing values may be increased by 33% when considering wind, seismic, or other short duration loadings. The following parameters should be used as a minimum for designing new footing width and depth below lowest adjacent grade: No. of Floors Minimum Footing *Mjnimum Footing Supported Width Depth Below Lowest Adjacent Grade 1 15 inches 18 inches 2 15 inches 18 inches 3 18 inches 24 inches 'Footing depths to be confirmed in the field by a representative of Engineering Design Group prior to the placement of steel and removal of excavation equipment. All footings founded into competent sandstone should be reinforced with a minimum of two #4 bars at the top and two #4 bars at the botlom (3 inches above the ground). In areas across cut-fill transitions, where removals extend less than 1 foot below the bottom of new footings, additional steel reinforcement, to include an additional row of (2) No. 4 bars, should extend 48 inches on across the transition line. For footings over 30 inches in depth, additional reinforcement, and possibly a stemwall system will be necessary, and should be reviewed by project structural engineer prior to construction. All isolated spread footings should be designed utilizing the above given bearing values and footing depths, and be reinforced with a minimum of #4 bars at 12 inches o.c. in each direction (3 inches above the ground). Isolated spread footings should Madsen Duplex Corner Cantil St. & Anta Ct. Carlsbad, CA Page No. 6 Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL STRUCTURAL CONSULTANTS have a minimum width and depth of 24 inches. 6. For footings adjacent to slopes, a minimum of 10 feet horizontal setback in competent material or properiy compacted fill should be maintained. A setback measurement should be taken at the horizontal distance from the bottom of the footing to slope daylight. Where this condition can not be met it should be brought to the attention of the Engineering Design Group for review. 7. All excavations should be performed in general accordance with the contents of this report, applicable codes, OSHA requirements and applicable city and/or county standards. 8. All foundation subgrade soils and footings shall be pre-moistened to 2% over optimum to a minimum of 18 inches in depth prior to the pouring of concrete. CONCRETE SLABS ON GRADE Concrete slabs on grade founded on competent sandstoneic material should use the following as the minimum design parameters. 1. Concrete slabs on grade of the building should have a minimum thickness of 4 inches (5.5 inches at garage and driveway locations) and should be reinforced with #3 bars at 18 inches o.c. placed at the midpoint of the slab. Slump: Between 3 and 4 inches maximum Aooreaate Size: 3/4 -1 inch Air Content: 5 to 8 percent Non-Moisture Sensitive Areas: Compressive Strength = 2500 psi minimum. Moisture Sensitive Areas: Water to cement Ratio - 0.45 maximum, Compressive Strength = 4,000 psi minimum (No special inspection required for water to cement ratio purposes, unless otherwise specified by the structural engineer) Moisture retarding additive in concrete at concrete slab on grade floors and moisture sensitive areas. 2. In moisture sensitive areas (i.e. interior living space where slab vapor emission is a concem), the slab concrete should have a maximum vrater to cement ratio of 0.45, generally resulting in a minimum compressive strength of 4,000 psi (non-special inspected) This recommendation is intended to achieve a low permeability concrele. 3. The project architect and/or waterproofing consultant should provide all slab underdrain, flooring sealers and various other details, specificafions and recommendations (i.e Moislstop and Linkseal) at areas of potential moisture intrusion (i.e. slab penetrations). Engineering Design Group accepts no responsibility for design or quality control of waterproofing elements of the building. 4. All required fills used to support slabs, should be placed in accordance with the Madsen Duplex Page No. 7 Comer Cantil St. & Anta Ct. Carisbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL. STRUCTURAL CONSULTANTS Earthwork section of this report and the attached Appendix B, and compacted to 90 percent Modified Proctor Density, ASTM D-1557. 5. A one inch layer of coarse sand material, Sand Equivalent (S.E.) greater than 50 and washed clean of flne materials, should be placed beneath the slab. Sand should be rounded to avoid puncture of visqueen vapor retarder. In moisture sensitive areas, a visqueen layer (15 mil) should be placed below the upper one inch of sand to act as a vapor retarder. The visqueen layer should extend down the interior edge of the footing excavation a minimum of 12 inches. The visqueen layer should lap a minimum of 6 inches, sealed along ail laps with the manufacturer's recommnded adhesive, and extend down the interior edge of the foofing excavation a minimum of 12 inches. Beneath the vapor retarder a uniform layer of 4 inches of pea gravel is recommended under the slab in order to more uniformly support the slab, help distribute loads to the soils beneath the slab, and act as a capillary break. 6. Adequate control joints should be installed to control the unavoidable cracking of concrete that takes place when undergoing its natural shrinkage during curing. The control joints should be well located to direct unavoidable slab cracking to areas that are desirable by the designer. 7. All subgrade soils to receive concrete are to be pre-soaked to 2 percent over optimum moisture content to a deplh of 18 inches. 8. Brittie floor finishes placed directly on slab on grade floors may crack if concrete is not adequately cured prior to installing the flnish or if there is minor slab movement. To minimize potential damage to movement sensifive flooring, we recommend the use of slip sheefing techniques (linoleum type) which allows for foundation and slab movement vwthout transmitting this movement to the floor finishes. 9. Exterior concrete flatwork and driveway slabs, due to the nature of concrete hydration and minor subgrade soil movement, are subject to normal minor concrete cracking. To minimize expected concrete cracking, the following may be implemented: Concrete slump should not exceed 4 inches. Concrele should be poured during "cool" (40 - 65 degrees) weather if possible. If concrete is poured in hotter weather, a sel retarding additive should be included in the mix, and the slump kept to a minimum. Concrete subgrade should be pre-soaked prior lo the pouring of concrete. The level of pre-soaking should be a minimum of 2% over optimum moisture to a depth of 18 inches. Concrete may be poured wilh a 10 inch deep thickened edge. Flatwork adjacent to top of a slope should be constructed with a outside footing to attain a minimum of 7 feet distance to daylighL Concrete should be construcied with tooled joints or sawcuts (1 inch deep) creafing concrele seclions no larger than 225 square feet. For sidewalks, Madsen Duplex Page No. 8 Comer Cantil Sl. & Anta Ct. Cartsbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL. STRUCTURAL CONSULTANTS the maximum run between joints should not exceed 5 feet. For rectangular shapes of concrete, the ratio of length to width should generally not exceed 0.6 (i.e., 5 ft. long by 3 ft. wide). Joints should be cut at expected points of concrete shrinkage (such as male comers), with diagonal reinforcement placed in accordance with industry standards. Drainage adjacent to concrete flatwork should direct waler away from the improvement. Concrete subgrade should be sloped and directed to the collecfive drainage system, such that water is not trapped below the flatwork. The recommendations set forth herein are intended to reduce cosmefic nuisance cracking. The project concrete contractor is ulfimately responsible for concrete quality and performance, and should pursue a cost-benefit analysis of these recommendations, and other opfions available in the industry, prior to the pouring of concrete. RETAINING WALLS Retaining walls, although not aniicipated for this project, may be designed and constructed up to len feet in accordance with the following recommendations and minimum design parameters: 1. Retaining wall footings should be designed in accordance with the allowable bearing criteria given in the "Foundafions" secfion of this report, and should maintain minimum footing depths outlined in "Foundations" secfion of this report. It is anticipated that all retaining wall footings will be placed on competent sandstone material. Where cut-fill transifions may occur footings, may be deepened to competent material or alternative detailing may be provided by the Engineering Design Group on a case by case basis. 2. Unrestrained canfilever retaining walls should be designed using an acfive equivalent fiuid pressure of 35 pcf. This assumes that granular, free draining material with low potential for expansion (E.I. <50) will be used for backfill, and that the backfill surface will be level. Where soil with potenfial for expansion is nol very low (E.I. >50) a new acfive fluid pressure will be provided by the projeci soils engineer. Backfill materials should be considered prior to the design of the retaining walls to ensure accurate detailing. We anticipate onsite material will be utilized as retaining wall backfill. For sloping backfill, the following parameters may be ufilized: Back^ll Sloping Condition 2:1 Slope 1.5:1 Slope Acfive Fluid Pressure 50 pcf 65 pcf Any other surcharge loadings shall be analyzed in addi tion to the above values. 3. If the tops of retaining walls are restrained from movement they should be designed for an uniform at-rest soil pressure of 65 psf. Madsen Duplex Comer Cantil St. & Ante Cl. Carisbad, CA Page No. 9 Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL. STRUCTURAL CONSULTANTS 4. Retaining walls shall be designed for lateral forces due to earthquake, where required by code, ufilizing the following design parameters. The peak ground acceleration at the subjeci site is esfimated using California Geological Survey Probabilistic Seismic Hazards Mapping Ground Motion Page, with a 10% probability of being exceeded in 50 years. For the subject site the peak ground motion is estimated to be 0.32 g. For design purposes, peak acceleration may be reduced by 0.5 (Reference No. 3), to obtain a design horizontal ground acceleration value, which for this site is equal to 0.16g (kn). General engineering practice recognizes the Mononobe-Okabe/Seed-Whitman equation for the calculation of addifional lateral earth pressure. The resultant seismic load should be applied as an inverted triangular distribufion from the bottom to top of wall. The resultant force should be applied at a distance of 0.6 fimes the height (H) of the wall above the base. For yielding walls (designed utilizing active pressure coefficient), which are not restrained, the seismic load may be determined as follows Yielding Walls: PAE" (3/8) kH (gamma) H^ Where : kH=0.16 g ; gamma=unit weight of soil For restrained walls (designed utilizing ai rest pressure coefficient) which are restrained from movement, the seismic load may be determined as foUows Non-Yielding Walls: PAE= (gamma) H^ Where : kH=0.16 g ; gamma=unit weight of soil Retaining wall designs for sites with a hydrostafic pressure influence (i.e groundwater within depth of retaining wall or waterfront conditions nol anficipated for this site) will require special design considerations beyond the scope ofthis letter. 5. Passive soil resistance may be calculated using an equivalent fiuid pressure of 300 pcf. This value assumes that the soil being ufilized to resist passive pressures, extends horizontally 2.5 times the height of the passive pressure wedge of the soil. Where the horizontal distance of the available passive pressure wedge is less than 2.5 fimes the height of the soil, the passive pressure value must be reduced by the percent reduction in available horizontal length. 6. A coefficient of friction of 0.35 between the soil and concrete footings may be utilized to resist lateral loads in addition to the passive earth pressures above. 7. Retaining walls should be braced and monitored during compaction. If this cannot be accomplished, the compactive effort should be Included as a surcharge load when designing the wall. 8. All walls shall be provided with adequate back drainage to relieve hydrostatic Madsen Duplex Page No. 10 Comer Cantil St. & Anta Cl. Carisbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL. STRUCTURAI CONSULTANTS pressure, and be designed in accordance with the minimum standards contained in the "Retaining Wall Drainage Detail", Appendix D. The waterproofing elements shown on our details are minimums, and are inlended to be supplemented by the waterproofing consultant and/or architect. The recommendations should be reviewed in considerafion of proposed finishes and usage, performance expectations and budget. If deemed necessary by the project owner, based on the above analysis, and waterproofing systems can be upgraded to include slab under drains and enhanced waterproofing elements. Retaining wall backfill should be placed and compacted in accordance with the "Earthwork" section of this report. Backfill shall consist of soil with a very low expansion potenfial, granular, free draining material. SURFACE DRAINAGE Adequate drainage precautions al this site are imperative and will play a critical role on the future performance of the dwelling and improvements. Under no circumstances should water be allowed to pond against or adjacent lo foundation walls, or tops of slopes. The ground surface surrounding proposed improvemenls should be relatively impervious in nature, and slope lo drain away from the structure in all directions, with a minimum slope of 2% for a horizontal distance of 7 feet (where possible). Area drains or surface swales should then be provided to accommodate runoff and avoid any ponding of water. Any french drains, backdrains and/or slab underdrains shall not be tied to surface area drain systems. Roof gutters and downspouts shall be installed on the new and existing structures and tightlined to the area drain system. All drains should be kept clean and unclogged, including gutters and downspouts. Area drains should be kept free of debris to allow for proper drainage. Over watering can adversely affect site improvements and cause perched groundwater condilions. Irrigation should be limited to only the amount necessary to sustain plant life. Low flow inrigation devices as well as automafic rain shut-off devices shouid be installed to reduce over watering. Irrigafion practices and maintenance of irrigation and drainage systems are an importanl component to the performance of onsite improvemenls. During periods of heavy rain, Uie performance of all drainage systems should be inspected. Problems such as gullying or ponding should be corrected as soon as possible. Any leakage from sources such as water lines should also be repaired as soon as possible. In addition, inrigafion of planter areas, lawms, or olher vegetation, located adjacent to the foundation or exterior flat work Improvemenls, should be strictly controlled or avoided. CONSTRUCTION OBSERVATION AND TESTING The recommendations provided In this report are based on subsurface condifions disclosed by our invesfigation of the project area. Interpolated subsurface condifions should be verified in the field during construction. The following items shall be conducted prior/during construcfion by a represenlative of Engineering Design Group in order to verify compliance Madsen Duplex Page No. 11 Comer Cantil St. & Anta Ct. Carisbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL. STRUCTURAI CONSULTArfTE with the geotechnical and civil engineering recommendations provided herein, as applicable. The project strudural and geotechnical engineers may upgrade any condition as deemed necessary during the development of the proposed improvement(s). 1. Review of final approved structural plans prior to the start of work for compliance with geotechnical recommendafions. 2. Attendance of a pre-grade/construcfion meeting prior to the start of work. 3. Testing of any fill placed, including retaining wall backfill and ufility trenches. 4. Observation of footing excavafions prior to steel placement and removal of excavafion equipment. 5. Field observafion of any "field change" condition involving soils. 6. Walk through of final drainage detailing prior to final approval. The project soils engineer may al their discretion deepen foofings or locally recommend additional steel reinforcement to upgrade any condifion as deemed necessary during site obsen/afions. Engineering Design Group shall, prior to the issuance of the certificate of occupancy, issue in wrifing that the above inspections have been conducted by a representative of their firm, and the design considerations of the project soils report have been met. The field inspection protocol specified herein is considered the minimum necessary for Engineering Design Group to have exercised "due diligence" in the soils engineering design aspect of this building. Engineering Design Group assumes no liabitity for structures constructed utilizing this report not meefing this protocol. Before commencement of grading the Engineering Design Group will require a separate contract for quallly control observation and tesfing. Engineering Design Group requires a minimum of 48 hours nofice to mobilize onsite for field observafion and testing. MISCELLANEOUS It must be noted thai no structure or slab should be expected lo remain totally free of cracks and minor signs of cosmefic distress. The flexible nature of wood and steel structures allows them to respond to movements resulting from minor unavoidable settlement of fill or natural soils, the swelling of clay soils, or the motions induced from seismic activity. All of the above can induce movement lhat frequently results in cosmefic cracking of brittle wall surfaces, such as stucco or interior plaster or interior brittle slab finishes. Data for this report was derived from surface observations at the site, knowledge of local conditions, and a visual observation of the soils exposed in the exploratory test pits. The recommendafions in this report are based on our experience in conjunction with the limited soils exposed at this site and neighboring sites. We believe that this information gives an acceptable degree of reliability for anticipating the behavior of the proposed structure; however, our recommendations are professional opinions and cannot control nature, nor can they assure the soils profiles beneath or adjacent lo those observed. Therefore, no warranties of the accuracy of these recommendations, beyond the limits of the obtained data, is herein expressed or implied. This report is based on the investigation at the Madsen Duplex Page No. 12 Comer Cantil St. & Anta Ct. Cartsbad, CA Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL. STRUCTURAL CONSULTANTS described site and on the specific anticipated construction as slated herein. If either of these conditions is changed, the results would also most likely change. Man-made or natural changes in the conditions of a property can occur over a period of time. In addition, changes in requirements due to state of the art knowledge and/or legislafion, are rapidly occurring. As a result, the findings of this report may become invalid due lo these changes. Therefore, this report for the specific site, is subject to review and not considered valid after a period of one year, or if conditions as stated above are altered. It is the responsibility of the owner or his representative to ensure lhal the information in this report be incorporated into the plans and/or specifications and construction of the project, ll is advisable that a contractor familiar wilh construction details typically used to deal with the local subsoil and seismic conditions, be retained to build the structure. If you have any questions regarding this report, or if we can be of further sen/ice, please do not hesitate to contact us. We hope the report provides you wilh necessary information to continue with the development of the projecL Sincerely, ENGINEERING DESIGN GROUP :nn California 65122 Madsen Duplex Comer Cantil St. & Anta Cl. Carlsbad, CA Page No. 13 Job No. 094500 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL. STRUCTURAI CONSULTANTS DIEGO y fhf.l'^* APPROXIMATE SITE VICINITY PROJECTNAME Proposed New Madsen Residence PROJECTADDRESS Nortiieast Corner of Anta Court and Cantil Streel, Carlsbad, Calirornia EDG PROJECT NUMBER 094500-5 ENGINEERING DESIGN GROUP GEOTECHNICAL. CIVIL, STRUCTURAL CONSULTANTS 2121 Montiel Road, San Marcos. CA 92069 Phone: (760)839-7302 Fax: (760)460-7477 FIGURE I (sm: J. 4,1 L u cm. ^ s' iff"™" ~.' ' NISHKJt ^ 1 ,1* nnm .- i.e ... • „ J« 'swr.", r-S—r>'—-/fc..- '.fr • ? S MlARA ALGA •*'*7i. - ••TTT ' J5 I VI* UUI-CM own j APPROXIMATE SITE LOCATION PROJECTNAME Proposed New Madsen Residence PROJECTADDRESS Northeast Comer of Anta Court and Cantil Slreet, Carisbad, California EDG PROJECT NUMBER ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL. STRUCTURAL CONSULTANTS 2121 Montiel Road, San Marcos, CA 92069 Phone: (760)839-7302 Fax: (760)480-7477 FIGURE 094500-5 ENGINEERING DESIGN GROUP GEOTECHNICAL, CIVIL. STRUCTURAL CONSULTANTS 2121 Montiel Road, San Marcos, CA 92069 Phone: (760)839-7302 Fax: (760)480-7477 2 APPROXIMATE LOCATION OF TEST PITS NORTH PROJECT NAME Proposed Hew Uodsen Residence PROJECT ADDRESS Northesasi Comer of Anta Court and Cantil Street, Carlsbod, Califomio JOB NUMBER D9«00-5 ENGINEERING DESIGN GROUP 2121 UOHm RD SAN tmCOS, CA 920B9 (7B0) 839-7X2 FAX (760) 480-7477 HGURE Project Name: MADSEN DUPLEX TEST PIT LOG NO. 1 EDG Project Number; 094500-1 FIGURE NO. 4 Location: See Figure 3 Sheet 1 of 2 Dafefs) Excavated: March 4, 2009 Total Depth: 2.5 feet Groundwater Level: None Logged By: ER Approx. Surface Elev. Backfilled No Excavation Method: Hand Dug So;7 Type Depth Material Description and Notes ucsc Samp/e 1 0- r TOPSOlU WEATHERED Light brown tan, slightly moisl, medium dense, slightly silty sands SM-SW 2 1'-2.5' SANDSTONE Tan to grey, slightly moist, dense lo very dense, sandstone. SW-SM GRAPHIC REPRESENTATION: 0 ^>M.^l^\^lll?s^2M3l^^ADSEN. STEVE. 09J500-5\REPORTS. LETTERS\TEST PIT l.wpd Project Name: MADSEN DUPLEX TEST PIT LOG NO. 2 EDG Project Number: 094500-1 FIGURE NO. 4 Location: See Figure 3 Sheet 2 of 2 DafeCs) Excavated: March 4, 2009 7ofa/ Depth: 2 leei Groundwater Level: None Logged By: ER Approx. Surface Elev. Backfilled No Excavation Method: Hand Dug Soil Type Depth Material Description and Notes UCSC Samp/e 1 0 - 1" TOPSOIL/WEATHERED Light brown tan, slightly moist, medium dense, slightly silly sands SM-SW 2 1'-2' SANDSTONE Tan to grey, slightly moist, dense to very dense, sandstone. SW-SM GRAPHIC REPRESENTATION: 0 v,M,iin\files\2009VMAOSEN. STEVE. 094500-5\REPORTS. LETTERSVTEST PIT 2.wpd APPENDIX -A- APPENDIX A' REFERENCES 1. California Department of Consent/alion, Division of Mines and Geology, Fault Rupture Zones in California, Special Publication 42, Revised 1990. 2. California Geological Survey, Probabilisfic Seismic Hazards Mapping Ground Mofion Page. 3. Day, Robert W. "Geotechnical and Foundation Engineering Design and Construction." 1999. McGraw Hill. 4. Engineering Design Group, unpublished in house data. 5. Franklin, A.G. and Chang, F.K. 1977, "Permanent displacements of Earth embankments by Newmark sliding block analysis, Report 5, Miscellaneous Paper, S 71-17, U.S. Army Corp of Engineers, Waterways Experiment Stafion, Vickburg, Mississippi." 6. Greensfelder, R.W., 1974 Maximum Credible Rock Accelerafion from Earthquakes in California Division of Mines and Geology, Map Sheet 23. 7. Lee, L.J., 1977, Potenfial foundation problems associated with earthquakes in San Diego, In Abbott, P.L. and Victoria, J.K., eds. Geologic Hazards In San Diego, Earthquakes, Landslides, and Floods: San Diego Society of Natural History John Porter Dexter Memorial Publicafion. 8. Ploessel, M.R. and Slossan, J.E., 1974 Repeatable High Ground Acceleration from Earthquakes: Califomia Geology, Vol. 27, No. 9, P. 195-199 9. State of California, Geologic Map of California, Map No. 1, Dated 1977. 10. State of California, Fault Map of California, Map No. 1, Dated 1975. 11. Structural Engineers Associafion of Southem California (SEAOSC) Seismology Committee, Macroseminar Presentafion on Seismically Induced Earth Pressure, June 8. 2006. 12. Tan, Siang S. And Kennedy, Michael; Geologic Map of The Escondido 7.5' Quadrangle, San Diego County, Califomia: A Digital Database, version 1.0. APPENDIX -B- I GENERAL EARTHWORK AND GRADING SPECIFICATIONS 1.0 General Intent I I These specifications are presented as general procedures and recommendations for grading and earthwork to be utilized in conjunction with the approved grading I plans. These general earthwork and grading specifications are a part of the 1 recommendations contained in the geotechnical report and shall be superseded by the recommendations in the geotechnical report in the case of conflict. I Evaluations performed by the consultant during the course of grading may result i in new recommendations which could supersede these specifications or the recommendations of the geotechnical report. It shall be the responsibility of the I contractor to read and understand these specifications, as well as the geotechnical I report and approved grading plans. i 2.0 Earthwork Observation and Testing Prior to the commencement of grading, a qualified geotechnical consultant should be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specifications. It shall be the responsibility of the contractor to assist the consultant and keep him apprised of work schedules and changes, at least 24 hours in advance, so that he may schedule his personnel accordingly. No grading operations should be performed without the knowledge of the geotechnical consultant. The contractor shall not assume that the geotechnical consultant is aware of all 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 j and agency ordinances, recommendations in the geotechnical report, and the ' approved grading plans not withstanding the testing and observation of the geotechnical consultant. If, in the opinion of the 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. ' Maximum dry density tests used to evaluate the degree of compaction shouid be ' performed in general accordance with the latest version of the American Society for Testing and Materials test method ASTM D1557. 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 properl y disposed of in a method acceptable to the owner, design engineer, governing agencies and the geotechnical consultanL The geotechnical consultant should evaluate the extent of these removals depending on specific site conditions. In general, no more than 1 percent (by volume) of the fill material should consist of these materials and nesting of these materials should not be allowed. 3.2 Processina: 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 ciay lumps or clods and until the working surface is reasonably uniform, flat, and free of uneven 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 quantities of materials overexcavated, a licensed land surveyor/civil engineer should be utilized. 3.4 Moisture Conditioning: Overexcavated and processed soils should be watered, dried-back, blended, and/or mixed, as necessary to attain a uniform moisture content near optimum. 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 or as otherwise recommended by the geotechnical consultant. -2- f 3.6 Benching: Where fills are to be placed on ground with slopes 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, at least 2 feet into competent material as evaluated by the geotechnical consultant. Other benches should be excavated into competent material as evaluated by the geotechnical consultant. Ground sloping flatter than 5:1 should be benched or othenwise overexcavated when recommended by the geotechnical ! consultant. 3.7 Evaluation of Fill Areas: All areas to receive fill, including processed areas, removal areas, and toe-of-fill benches, should be evaluated by the geotechnical consultant prior to fill placement. 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 or mixed with other soils to achieve satisfactory fill material. 4.2 Oversize: Oversize material, defined as rock or other irreducible material with a maximum dimension greater than 6 inches, should not be buried or placed in fills, unless the location, materials, and disposal methods are specifically recommended by the geotechnical consultant. Oversize disposal operations should be such that nesting of oversize material does not occur, and such that the oversize material is completely surrounded by compacted or densified fill. Oversize material should not be placed within 10 feet vertically of finish grade, within 2 feet of future utilities or underground construction, or within 15 feet horizontally of slope faces, in accordance with the attached detail. -3- 4.3 Import: If importing of fill material is required for grading, the import material should meet the requirements of Section 4.1. Sufficient time should be given to allow the geotechnical consultant to observe (and test, if necessary) the proposed import materials. 5.0 Fiil Placement and Compaction 5.1 Fill Lifts: Fill material should be placed in areas prepared and previously evaluated to receive fill, 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 throughout. 5.2 Moisture Conditioning: Fill soils should be watered, dried-back, blended, and/or mixed, as necessary to attain a uniform moisture content near optimum. 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 (unless otherwise specified). 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: Compacting of slopes should be accomplished, in addition to normal compacting procedures, by backrolling of 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 out to the slope face would be at least 90 percent. 5.5 Compaction Testina: Field tests of the moisture content and degree of compaction ofthe fill soils should be performed at the consultant's discrefion based on field condifions encountered. In general, the tests should be taken at approximate intervals of 2 feet in vertical rise and/or 1,000 cubic yards of compacted fill soils. In addition, on slope faces, as a guideline approximately one test should be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope. 6.0 Subdrain Installation Subdrain systems, if recommended, should be installed in areas previously evaluated for suitability by the geotechnical consultant, to conform to the approximate alignment and details shown on the plans or herein. The subdrain location or materials should not be changed or modified unless recommended by the geotechnical consultant. The consultant, however, may recommend changes in subdrain line or grade depending on condifions encountered. All subdrains should be surveyed by a licensed land surveyor/civil engineer for line and grade after installafion. Sufficient fime shall be allowed for the survey, pnor to commencement of filling over the subdrains. 7.0 Excavation Excavations and cut slopes should be evaluated by a representative of the geotechnical consultant (as necessary) during grading. If directed by the geotechnical consultant, further excavation, overexcavafion, and refilling of cut areas and/or remedial grading of cut slopes (i.e., stability fills or slope buttresses) may be recommended. 8.0 Quantity Determination For purposes of determining quantities of materials excavated during grading and/or determining the limits of overexcavation, a licensed land surveyor/civil engineer should be ufilized. SIDE HILL STABILITY FILL DETAIL EXISTING GROUND SURFACE- FINISHED SLOPE FACE PROJECT 1 TO 1 UNE FROM TOP OF SLOPE TO OUTSIDE EDGE OF KEY OVERBURDEN OR UNSUITABLE MATERIAL PAO OVEREXCAVATION DEPTH AND RECOMPACTION MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT BASED ON ACTUAL FIELD CONDITIONS ENCOUNTERED. -COMPETENT BEDROCK OR MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT NOTE: Subdrain detaiis and key width recommendations to be provided based on exposed subsurface conditions STABILITY FILL / BUTTRESS DETAIL OUTLET PIPES 4' 0 NONPERFORATED PiPE. 100' MAX. O.c. HORIZONTALLY. 30' MAX. O.C. VERTICALLY-BACK CUT il 1:1 OR FLATTER BENCH SEE SUBDRAIN TRENCH DETAIL LOWEST SUBDRAIN SHOULD BE SITUATED A3 LOW AS POSSIBLE TO ALLOW SUITABLE OUTLET KEY WIDTH AS NOTED ON GRADING PLANS IS' MIN. PERFORATED PIPE / ^ 10' MIN t .1 EACH Sll NON-PERFORATED OUTLET PIPE SIDE CAP T-COJ^NECTION DETAIL 6' MIN OVERLAP 3/4'-1-i;8'' CLEAN ORAVEL (3ft.3/ft. MIN.) 4' 0 NON-PERFORATED PIPE^^ FILTER FABRIC ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT)* SEE T-CONNECTION DETAIL e' MIN. COVER *• 0 PERFORATED PIPE 4' MIN. BEDDING SUBDRAIN TRENCH DETAIL IF CALTRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3/4'-1-1/2' GRAVEL, FILTER FABRIC MAY BE DELETED SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE HATERIAL U.S. Standard Sieve Size % Passing I" 100 3/4" 90-100 3/8" 40-100 No. 4 25-40 iNc. 8 13-33 No. 30 5-15 No. 50 0-7 No. 200 0-3 Sand Equivalent>75 NOTES: For buttress dlmenaiona, aee geotechnical report/plans. Actual dimenaiona ol buttress and lubdrain may be changed by the geotechnical consultant baaed on field conditiona. SUBDRAIN INSTALLATION-Subdrain pipe ahould be InstaUed with perlorationa down aa depicted. At locatlona recommended by the geotechnical consultant, nonperforated pipe ahould be Inatalled SUBDRAIN TYPE-SubdraIn type ahould be Acrylon trile Butadiene Styrene <A.B.S.), Polyvinyl Chloride (PVC) or approved equivalent. Claas 125,SDR 32.8 ahould be uaed for maximum flll deptha ot 35 feet. Claaa 200,SDR 21 ahould be uaed for maximum fill deptha of 100 Ieet. CANYON SUBDRAIN DETAILS EXI8TIN« GROUND SURFACE BENCHING REMOVE UNSUITABLE MATERIAL SUBDRAIN TRENCH SEE BELOW 6* MIN. OVERLAP SUBDRAIN TRENCH DETAILS FILTER FABRIC ENVELOPE ^(MIRAFI 140N OR APPROVED EQUIVALENT)* e* MIN. OVERLAP 3/4'-1-1/2' CLEAN QRAVEL (9f»-^/ft. MIN.) 6' 0 MIN. PERFORATED PIPE ll 3/4'-1-1/2' CLEAN ^ GRAVEL (9ft.3/ft. MIN.) *IF CALTRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3/4'-i.i/2'' GRAVEL. FILTER FABRIC MAY BE DELETED DETAIL OF CANYON SUBDRAIN TERMINAL DESIGN FINISH GRADE SUBDRAIN TRENCH , SEE ABOVE 1:^5<5WACTEO PERFORATED 6' 0 MIN. PIPE NONPERFORATED 6' 0 MIN SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size S 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 No. 200 0-3 Sand Equivalent>75 Subdrain ahould be conatructed only on competent material aa evaluated by the geotechnical conaultant. SUBDRAIN INSTALLATION Subdrain pipe should be installed with perforations down as depicted. At locatlona recommended by the geotechnical consultant, nonperforated pipe should be Installed. SUBDRAIN TYPE-SubdraJn lype should be Acrylonitrile Butadiene Styrene (A.B.S.). Polyvinyl Chloride (PVC) or approved equivalent. Class 125, SDR 32.5 should be uaed for maximum fill deptha of 38 feet. Claas 200,SDR 21 should be uaed for maximum flll deptha of 100 faet. 1 s i 0 APPENDIX - C LABORATORY TESTING PROCEDURES Direct Shear Test Direct shear tests are performed on remolded and/or relatively undisturbed samples which are soaked for a minimum of 24 hours prior to tesfing. After transferring the sample to the shearbox, and reloading, pore pressures are allowed to dissipated for a period of approximately 1 hour priorto application of shearing force. The samples are sheared in a motor- driven, strain controlled, direct-shear tesfing apparatus. After a travel of approximately 1/4 inch, the motor is stopped and the sample is allowed to "relax" for approximately 15 minutes. Where applicable, the "relaxed" and "peak" shear values are recorded. It is anficipated that, in a majority of samples tested, the 15 minutes relaxing ofthe sample is sufficient to allow dissipafion of pore pressures set up due to application of the shearing force. The relaxed values are therefore judged to be good esfimafions of effective strength parameters. Expansion Index Tests: The expansion potenfial of representative samples is evaluated by the Expansion Index Test, U.B.C. Standard No. 29-2. Specimens are molded under a given compactive energy to approximately the opfimum moisture content and approximately 50 percent saturation. The prepared 1-inch thick by 4-inch diameter specimens are loaded to an equivalent 144 psf surcharge and are inundated with tap water for 24 hours or until volumetric equilibrium is reached. Classification Tests: Typical materials were subjected to mechanical grain-size analysis by wet sieving from U.S. Standard brass screens (ASTM D422-65). Hydrometer analyses were performed where appreciable quantities of fines were encountered. The data was evaluated in determining the classification ofthe materials. The grain-size distribufion curves are presented in the test data and the Unified Soil Classification is presented in both the test data and the boring logs. APPENDIX -D- MINIMUM RETAINING WALL WATERPROOFING Sc DRAINAGE DETAIL (NOT TO SCALE) TOP OF WALL CO END MIIVmSN RETAINING WALL (CONC OR CMU) -BLDG WHERE APPUES ME.: THIS DETAIL REPRESENTS THE MINIMUM WALL DRAINAGE AND WATERPROORNG APPUCATION TO SATISFY THE STT?UC7URAL DESIGN INTENT OF THE RUAINING WALL THE ARCHITECT OR DESIGNER OF RECORD FOR THE PROJECT SHALL BE RESPONSIBLE FOR THE DESIGN AND SPECinCATION OF THE WATERPROORNG ASSEMBLY. ® 6) ALT LOCATION COMPACTED BACmU. 90X MIN. RELATIVE COMPACTION HUH 5000 INSTAUB) PER MANUFACTURER'S SPECIRCATIONS & PROTECTED WITH PROTECTION BOARD (ABOVE MIRADRAIN) MASRC NOT TO BE EXPOSED TO SUNUGHT MIRADRAIN (OR EQUAL) INSTALLED PER MANUFACTURER'S SPECIFICATIONS OVER MASTIC WATERPROOFING MIRAR RLTER FABRIC W/ 6- LAP 3/4' GRAVEL (1 SF / H) 4' DIA PERFORATED DRAIN UNE (SCH 40 OR EQUIV.) PERFORATIONS ORIENTED DOWN 2 X GRADIENT TO SUITABLE OUTLET - EXACT PIPE LOCATION TO BE DETERMINED BY SfTE CONSTRAINTS PROPOSED SLOPE BACKCUT PER OSHA STANDARDS OR, PER ALTERNATIVE SLOPING PIAN. OR PER APPROVED SHORING PLAN 4'x4' (4Sr) CONCRETE CANT 0 FTG/WALL CONNECTION (UNDER WATERPROORNG) FOAM PROTECTION BOARD BELOW GRADE tt UV PROTECTION BOARD ABV GRADE PER MFR SPECIRCAWN INSTAUATION NOTES MANUFACTURER'S CERTIHED INSTALIIRS ONLY. APPUCATIONS TO BE CONRRMED BY MANUFACTURER'S REPRESENTATIVE PROJECT NAME PROJECT ADDRESS JOB NUMBER ENGINEERING DESIGN GROUP 2t2t UONTIEL RD SAN UARCOS. CA 92069 (760) B39- 730! FAX (760) 180-7477 FIGURE CITY OF CARLSBAD REVIEW AND COMMENT MEMO ,rc;l,olniP DATE: MAY 9. 2011 PROJECT NO(S): PUD 11-02 REVIEW NO: 2 PROJECTTITLE: MADSEN APPLICANT: MIKE LLOYD TO: ^ Land Development Engineenng-Tene Rowley -4^v^ I I Police Department - J. Sasway I I Fire Department - James Weigand I I Building Department-Will Foss I I Recreation - Mark Steyaert I I Public Works Department (Streets) - Nick Roque I I Water/Sewer District I 1 Landscape Plancheck Consultant - PELA I I School District I I North County Transit District - Planning Department I I Sempra Energy - Land Management I I Caltrans (Send anything adjacent to 1-5) I I Parks/Trails - Liz Ketabian •ALWAYS SEND EXHIBITS FROM: PLANNING DEPARTMENT Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK in the Planning Department at 1635 Faraday Avenue, by 05/30/11. If you have "No Comments," please so state. If vou determine that there are items that need to be submitted to deem the application "complete" for processing, please immediatelv contact the applicant and/or their representatives (via phone or e-mail) to let them know. COMMMENTS: /Lp^/f /^^ IV^^.^ /j/Q r^A/Ay / Signature X Date PLANS ATTACHED ( , // 2 A /Ut^y W.^^ A)6//-^3 A^^/^ ^^^^ Review & Comment // " //^'^'"^J 03/10 EDG PRQJECT No.> D94500 DATEi 9-14-10 E COVER, JUTE MATTING; MUST 4T COHXROL MEASURES (e,Q. SILT D SOIL FROM LEAVING SITE. DP RAINUUATER UJITH MATERIALS :RETE OR STUCCO UJASHOUT •ORTABLE TOILETS OVER A Z\A) SHALL BE ALLOUJED. SUCH AS ROOF, ROOF PLAN, MOST COMMON 5FF FROM IMPERVIOUS DELINEATED ON PLANS ' LANDSCAPE AREAS SEE (SRADIN(S PLAN FOR DRAINAGE DETAILS SEE GRADING PLAN FOR BMP DETAILS FOR ALL OTHER DETAILS SEE GRADING PLAN PLAN * SOILS CLASSIFICATION PER SOILS REPORT = SUJ-SM, TTPE Sd EXPANSION BO, LOUJ EXPANSION UNIT A 2 COVERED PARKING SPACES 2 VISITOR SPACES IN DRIVEUJAY 2 COVER 2 VISITOR CITY OF CARLSBAD REVIEW AND COMMENT MEMO DATE: MAY 9. 2011 FILE COPY PROJECT NO(S): PUD 11-02 REVIEW NO: 2 PROJECT TITLE: MADSEN APPLICANT: MIKE LLOYD TO: ^ Land Development Engineering-Terie Rowley I I Police Department - J. Sasway I I Fire Department-James Weigand I I Building Department - Will Foss I I Recreation - Mark Steyaert I I Public Works Department (Streets) - Nick Roque I I Water/Sewer District I I Landscape Plancheck Consultant - PELA I I School District I I North County Transit District - Planning Department I I Sempra Energy - Land Management I I Caltrans (Send anything adjacent to 1-5) I I Parks/Trails - Liz Ketabian •ALWAYS SEND EXHIBITS FROM: PLANNING DEPARTMENT Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK in the Planning Department at 1635 Faraday Avenue, by 05/30/11. If you have "No Comments," please so state. If vou determine that there are items that need to be submitted to deem the application "complete" for processing, please immediatelv contact the applicant and/or their representatives (via phone or e-mail) to let them know. Thank you COMMENTS: Signature Date PLANS ATTACHED Review & Comment 03/10 CITY OF CARLSBAD yiFMn REVIEW AND COMMENT MEMO _ >bb^ DATE: MARCH 2, 2011 PROJECT NO(S): PUD 11-02 REVIEW NO: 1 PROJECT TITLE: MADSEN APPLICANT: MIKE LLOYD TO: 1^ Land Development Engineering-Terie Rowley I I Police Department-J. Sasway IXI Fire Department-James Weigand IXI Building Department - Will Foss I I Recreation - Mark Steyaert I I Public Works Department (Streets) - Nick Roque I I Water/Sewer District I I Landscape Plancheck Consultant - PELA I I School District I I North County Transit District - Planning Department I I Sempra Energy - Land Management I I Caltrans (Send anything adjacent to 1-5) I I Parks/Trails - Liz Ketabian •ALWAYS SEND EXHIBITS FROM: PLANNINGDEPARTMENT Please review and submit written connments and/or conditions to the'^PLANNINGTRACKI DESK' in the Planning Department at 1635 Faraday Avenue, by 03/22/11. If you have "No Comments," please so state. If you determine that there are items that need to be submitted to deem the application "complete" for processing, please immediately contact the applicant and/or their representatives (via phone or e-mail) to let them know. Thank you / ^ . . COMMENTS: /V^ ^^A^/^r^^ A- ^^^y^f^^t;/^ Signature Date PLANS ATTACHED Review & Comment 03/lf CITY OF CARLSBAD REVIEW AND COMMENT MEMO DATE: MARCH 2, 2011 PROJECT NO(S): PUD 11-02 REVIEW NO: 1 PROJECTTITLE: MADSEN APPLICANT: MIKE LLOYD TO: • • • • • • • • • • Land Development Engineering-Terie Rowley Police Department - J. Sasway Fire Department - James Weiganc^ Building Department - Will Foss Recreation - Mark Steyaert Public Works Department (Streets) - Nick Roque Water/Sewer District Landscape Plancheck Consultant - PELA School District North County Transit District - Planning Department Sempra Energy - Land Management Caltrans (Send anything adjacent to 1-5) Parks/Trails - Liz Ketabian •ALWAYS SEND EXHIBITS FROM: PLANNINGDEPARTMENT Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK" in the Planning Department at 1635 Faraday Avenue, by 03/22/11. If you have "No Comments," please so state. If you determine that there are items that need to be submitted to deem the application "complete" for processing, please immediately contact the applicant and/or their representatives (via phone or e-mail) to let them know. Thank you COMMENTS: Date PLANS ATTACHED Review & Comment 03/10 PROJECT NUMBER: BUILDING ADDRESS: Discretionary Review Checklist PUD 11-02 Madsen MFD Mike Lloyd PROJECT DESCRIPTION: Condo conversion of duplex ASSESSOR'S PARCEL NUMBER: 215-310-41 FIRE DEPARTMENT APPROVAL The item you have submitted for review has been ^approved. The approval is based on plans, information 'and/or specifications provided in your submittal; therefore, any changes to these items after this date, including field modifications, must be reviewed by this offlce to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instnjctions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with (HI. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date Date: Date: ATTACHMENTS FIRE DEPARTMENT CONTACT PERSON NAME: Gregory L Ryan Deputy Fire IVIarshal ADDRESS: 1635 Faraday Ave Carlsbad, CA 92008 PHONE: (760) 602^663 CITY OF CARLSBAD REVIEW AND COMMENT MEMO DATE: MARCH 2, 2011 PROJECT NO(S): PUD 11-02 REVIEW NO: 1 PROJECTTITLE: MADSEN APPLICANT: MIKE LLOYD TO: 1^ Land Development Engineering-Terie Rowley I I Police Department - J. Sasway IX Fire Department-James Weigand 1^ Building Department - Will Foss I I Recreation - Mark Steyaert I I Public Works Department (Streets) - Nick Roque I I Water/Sewer District I I Landscape Plancheck Consultant - PELA • School District I I North County Transit District - Planning Department I I Sempra Energy - Land Management • Calt rans (Send anything adjacent to 1-5) I I Parks/Trails - Liz Ketabian •ALWAYS SEND EXHIBITS FROM: PLANNINGDEPARTMENT Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK in the Planning Department at 1635 Faraday Avenue, by 03/22/11. If you have "No Comments," please so state. If you determine that there are items that need to be submitted to deem the application "complete" for processing, please immediately contact the applicant and/or their representatives (via phone or e-mail) to let them know. Thank you A r ^ y, COMMENTS: /^^ ^^W75 3itucB ^/u^rm^T/dA/ U C_ /Signature Date PLANS ATTACHED Review & Comment 03/10 CITY OF CARLSBAD REVIEW AND COMMENT MEMO FILE COPY DATE: MARCH 2, 2011 PROJECT NO(S): PUD 11-02 REVIEW NO: 1 PROJECT TITLE: MADSEN APPLICANT: MIKE LLOYD TO: • • • • • • • • • • Land Development Engineering-Terie Rowley Police Department - J. Sasway Fire Department - James Weigand Building Department-Will Foss Recreation - Mark Steyaert Public Works Department (Streets) - Nick Roque Water/Sewer District Landscape Plancheck Consultant - PELA School District North County Transit District - Planning Department Sempra Energy - Land Management Caltrans (Send anything adjacent to 1-5) Parks/Trails - Liz Ketabian •ALWAYS SEND EXHIBITS FROM: PLANNING DEPARTMENT Please review and submit written comments and/or conditions to the PLANNING TRACKING DESK in the Planning Department at 1635 Faraday Avenue, by 03/22/11. If you have "No Comments," please so state. If you determine that there are items that need to be submitted to deem the application "complete" for processing, please immediately contact the applicant and/or their representatives (via phone or e-mail) to let them know. Thank you COMMENTS: Signature Date PLANS ATTACHED Review & Comment 03/10 VCARLSBAD '^"•'^ Planning Division www.carlsbadca.gov March 22, 2012 Mike Lloyd 2138 Curtis Drive Vista, CA 92084 SUBJECT: NOTICE OF RESTRICTION - PUD 11-02 - MADSEN PARCEL MAP Dear Applicant: Please find the enclosed Notice of Restriction that needs to be signed, notarized, and returned for recordation. This is to fulfill a condition of approval ofthe Minor Planned Development Permit, PUD 11- 02. Please ensure the following items are addressed prior to returning the Notice of Restriction: ^ Correct Notary Acknowledgement Required (Effective Januarv 1. 2008, all Certificates of Acknowledgement used by a California notarv on a document that will be recorded in the State of California must NOT HAVE "PERSONALLY KNOWN TO ME" in the acknowledgement. (Assembly Bill 886, Chapter 399)) ^ Document must be properly notarized. Name on signature page and name on Notarial Acknowledgement must match. Property owner's signatures/initials must be the same as on Notary Acknowledgement. ^ Notary seal cannot be blurry/too light (County w/ili not record the document if any portion of the Notary Seal is blurry or too light) / Include property owner's name in the designated space above the owner's signature. Please pay particular attention to the signature requirements at the bottom ofthe signature page. It is our goal to assist you in getting the Notice of Restriction recorded as expeditiously as possible. If you have any questions or need additional assistance, please contact Michele Masterson, Senior Management Analyst at (760) 602-4615 or via email at michele.masterson(5)carlsbadca.gov. Sincerely, CHRIS GARCIA Junior Planner CED Senior Management Analyst File Copy 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4600 F 760-602-8559 © «%^"o. ^ ^ FILECOPY V^CARLSBAD Planning Division www.carlsbadca.gov May 17, 2011 Mike Lloyd 2138 Curtis Drive Vista, CA 92084 SUBJECT: PUD 11-02 - MADSEN PARCEL MAP Dear Mr. Lloyd, Your project was deemed complete on March 29, 2011. There are issues of concern with the project that remain to be resolved. The issues are listed on the attached page(s). All issues will need to be resolved prior to scheduling the project for a public hearing. Please contact me at (760) 602-4622, if you have any questions or wish to set up a meeting to discuss the application. Sincerely, CHRIS GARCIA Junior Planner CG:bd c: Steve Madsen, 135 Market PI, Escondido, CA 92029 Steve Bobbett, Project Engineer Chris DeCerbo, Principal Planner Van Lynch, Senior Planner File Copy Data Entry 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4600 F 760-602-8559 ® PUD -11-02 - MADSEN PAkCfEL MAP May 17, 2011 Page 2 ISSUES OF CONCERN Planning: 1. Both of the electric boxes/meters are on Unit A. Unit B does not have access to their box for maintenance or upgrade. Also, Unit B needs to be able to access any electric for their unit that is located within the wall of Unit A. Please address how this will be handled. 2. A portion of Unit B's exterior wall is exposed and on the proposed zero lot line. Currently, there is no way for Unit B to paint or maintain this exposed edge. Please address how Unit B will be able to access and maintain their unit. 3. Prior to the approval of the final map, a copy of the compliance inspection performed on the property by the Building Department shall be submitted. Please contact the Building Department to setup this required compliance inspection. 4. A letter from San Diego Gas & Electric shall be submitted explaining that the plans to connect the gas and electric system to separate systems are acceptable. Please contact SDG&E and submit this letter as soon as possible. Engineering: 1. The property line shown on the PUD exhibit needs to be the same as shown on MS 11- 03. All other comments will be addressed by MS 11-03. .A^ ^ ^ FILECOPY %>arp CITY OF VXARLSBAD Planning Division www.carlsbadca.gov April 18, 2011 Mike Lloyd 2138 Curtis Drive Vista, CA 92084 SUBJECT: PUD 11-02/MS 11-03 - MADSEN PARCEL MAP - CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) APPLICABILITY/PROCESS DETERMINATION This is to advise you that after reviewing the application for the project referenced above, the City has determined that the following environmental review process (pursuant to CEQA) will be required for the project: The project is exempt from the provisions of CEQA, pursuant to State CEQA Guidelines Section 15303 - New Construction or Conversion of Small Structures. No environmental review is required for the project. A Notice of Exemption will be filed after approval of the project with the San Diego County Clerk's Office which involves a filing fee. Please submit a check to the project planner in the amount of $50.00 made out to the San Diego County Clerk. For additional information related to this CEQA applicability/process determination, please contact the project planner, Chris Garcia, at (760) 602-4622 or chris.garcia@carisbadca.gov. Sincerely DON NEU, AICP Planning Director DN:CG:bd Steve Madsen, 135 Market PI, Escondido, CA 92029 Chris DeCerbo, Principal Planner Van Lynch, Senior Planner Steve Bobbett, Project Engineer File Copy Data Entry 1635 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4600 F 760-602-8559 ® A>c,.o. - ^ FILECOPY V^CARLSBAD Planning Division www.carlsbadca.gov March 29, 2011 Mike Lloyd 2138 Curtis Drive Vista, CA 92084 SUBJECT: 1st REVIEW FOR PUD 11-02 - MADSEN PARCEL MAP Thank you for applying for Land Use Permits in the City of Carisbad. The Planning Division has reviewed your Planned Development Permit, application no. PUD 11-02, as to its completeness for processing. The application is complete, as submitted. Although the initial processing of your application may have already begun, the technical acceptance date is acknowledged by the date of this communication. The City may, in the course of processing the application, request that you clarify, amplify, correct, or othen/vise supplement the basic information required for the application. In addition, you should also be aware that various design issues may exist. These issues must be addressed before this appiication can be scheduled for a hearing. The Pianning Division will begin processing your application as of the date of this communication. At this time, the City asks that you provide 3 complete sets of revised development plans so that the project can continue to be reviewed. In order to expedite the processing of your application, you are strongly encouraged to contact your Staff Planner, Chris Garcia, at (760) 602-4622, to discuss or to schedule a meeting to discuss your application and to completely understand this letter. You may also contact each commenting department individually as follows: • Land Development Engineering Division: Steve Bobbett, Associate Engineer, at (760) 602- 2747. • Fire Department: Greg Ryan, Fire Inspections, at (760) 602-4661. Sincerely, OIA Ml CHRIS DeCERBO Principal Planner CD:CG:bd c: Steve Madsen, 135 Market PI, Escondido, CA 92029 Don Neu, Planning Director Steve Bobbett, Project Engineer Chris DeCerbo, Principal Planner Van Lynch, Senior Planner File Copy Data Entry 1535 Faraday Avenue, Carlsbad, CA 92008-7314 T 760-602-4600 F 760-602-8559 ® PIMA^-SAII^N PARCEtrMAP Page 2 LIST OF ITEMS NEEDED TO COMPLETE THE APPLICATION Engineering: Comments have been previously mailed in a letter dated March 14, 2011 for MS 11-03. ISSUES OF CONCERN Planning: 1. Add applicable permits in the top right corner of the plans: MS 11-03 and PUD 11-02. 2. Add the General Plan Land Use designation - RM. 3. Identify the sewer, water and school districts. 4. Please show the street address for each unit/lot (6720 Cantil St & 2712 Anta Ct). 5. It is unclear if the project is a proposed airspace condominium project or a twinhome small lot subdivision. Clearly identify on the plans. The development standards which are located in Chapter 21.45 of the Carisbad Municipal Code (CMC) are slightly different for each. Please revise the setbacks based on Table D for small lots or Table E for airspace condos pursuant to Chapter 21.45 of the CMC. The following comments are provided based on the assumption that the application is for a small lot/twin home subdivision. 6. Please show the lot line if the project is a proposed small lot subdivision. 7. Please show dimensions of both driveways from the garage to the property line. A minimum of 20' garage setback is required. 8. Please show the required private recreation space for each unit. A minimum of 400 square feet, per lot, is required with a minimum 15 foot dimension. 9. Please show the lot size for each lot. A minimum lot area of 3,750 square feet is required. 10. Please show the lot coverage for each proposed lot. The maximum lot coverage is 50%. 11. Please show the lot widths of each lot. 12. Please show the dimensions of any new setbacks. The minimum setbacks include: 10' for a residential structure from a street; side yard setback shall equal 20% of the lot width, not to exceed 20'; rear yard setback shall be equal to 20% of the lot width with a 10' minimum and 20' maximum. For setback determinations only, the new front yards for both lots will be off of Anta Ct. Direct entry garages are to have a 20' minimum setback. For Unit B, the rear lot line shall be measured according to CMC. Section 21.04.245(3) where a line 10 feet in length is drawn from the NE corner toward the SW. From that point a perpendicular line is drawn a distance away equal to 20% of the lot width. Please contact me with any questions. Engineering: Comments have been previously mailed in a letter dated March 14, 2011 for MS 11-03.