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Home My WebLink About1701 TAMARACK AVE; ; CB971749; PermitB U I L D I N G P E R M I T Permit No: C8971749 03/05/98 12:32 Project No: A9702225 Page 1 of I Development No: Job Address: 1701 TAMARACK AV Suite: Permit Type: RESIDENTAL ADD/ALT 4701 03/05/98 0001 01 02 Parcel No: 207-260---67--00 Lot#: CPRMT 72600 Valuation: 90,308 Construction Type: VN Occupancy Group: Reference#: Status: ISSUED Description: 920 SF RAD & 100 SF TOGAR+100 Applied: 06/25/97 SF DECK Apr/Issue: 03/05/98 Entered By: RMA Appl/Ownr : BROOKS WORTHING 760 729-3965 690 CARLSBAD VILLAGE DR CARLSBAD CA 92008 Fees Required ---* Fee Collected & Credits - Fees: 1 ,115. ''0 \ / Adjustments: /.o /ThTotI/)redr.ts: .00 1 __'-,I I ' Total Fees: 1,415.0.0 Tota'.l(P'avnent's: 389.00 \1(\_' \ / BaThthe Due :, 726.00 Fee description / c± 7 Ext fee Data Building Permit CheckPlan / \599.00 389.00 Strong Motion Fee f N 9.00 * BUILDING TOTAL .fl 997.00 Enter Y for PI u mng I 'e Fee. . 20.00 Y Each Plumbing Fix re or 7.0 35.00 Each Insta1i/RePai\r Water \Ii.n Each Water Heater knd/or Vent '> 7.06 7.00 Gas Piping System \ > ' 1" 7.i0 7.00 Enter Y' for Electr\ic Iiie Fee lNJRPORATED ../' C7-.. / 10.00 1 Enter "1" for Remodel\ 10.00 1 Enter '1' for Mechanic aL sue Fee.> 15.00 1 Each Exhaust Fan 'N~ (/ /) 3i ,/" 6. 50 6.50 FINAL APPROVAL 01 ) V CITY OF. CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 (,IL 13q&, PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONLY PLAN CHECK NO. q7 EST.VAL. 6,OJ3,-i Plan Ck. Deposit Validated Ri__________________________ Date 2 (2-iq1-, (1TPROJECT.INFORMATION 1 Address (include/Suite #) Business Name (at this address)3 1-7p vc4ek Ave - Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. ' Total # of units Assessor's Parcel # Description of Work LM_'42o'P 2.,COJTACT,PERSOI 116 M91K Name APPLICANT - -2;A Ui Name PROPERTY OWNE AALW Name Existing Use Proposed Use SQ. FT. #of Stories # of Bedrooms # of Bathrooms VIPb7I ass City State/Zip Telephone # Fax # Address - J City StatlZip Telephone 4 PDA'd _C 'fZ 10 /(PD - City / State/Zip Telephone 4 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. An violation,0)5ecti0n 7P4,1.5 by any applicant for a permit s,ubje,cts thp ap!iSnt to a cj penalty pf not more than five hundred dollars ($5001). - Name State License # Address License State/Zip Telephone # License 4 Designer Name ' I Address / City f State/Zip Telephone State License #I q2_c'014- Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance - of the work for which this permit is issued. C] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: IJ , Insurance Company ("4_d_. Policy No.2Z"'_c?7 (A.hi '1 £'(P Expiration Date I/i/ci S (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I$1001 OR LESS) o CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation cyeage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars .000) a Mon to the c**1"ompensation, damages as provided for in Section 3706 of the Lpbor ccIe, interest and attorney's fees. SIGNATURE 4K DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: C3 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). C1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). El I am exempt under Section ___ Business and Professions Code for this reason: -. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. - I have contracted with the following person (firm) to provide the proposed Construction (include name / address / phone number I contractors license number): I plan to provide portions of the work, but I have hired the following person to Coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): - PROPERTY OWNER SIGNATURE DATE COMPLETETHIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. tä.—CONSTRUCTION LENDING AGENCY_____________________________________ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS__________________________________________________________ [9TAPPLICA1hCERTIFICATIO I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended period of 180 days (Section 106.4.4 Uniform Building Code). or abandoned at any time afterth , sc_ DATE 4E: File YELLOW: Applicant PINK: Finance APPLICANT'S SIGNATURE List 1 - Permit-Type From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 - Structure-Types' and put its code in the appropriate blank on the front of this application. Residential Permits Code Description APT Apartments - new construction. CONDO Condominiums - new construction. - CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new residential units. CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase o,r reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition permit. (Also specify type of structure from List 2). - DUP Duplex - new construction. MOHO Mobile home, renovation, repair, or addition of accessbry structure not yielding a new living unit. l MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). RAJ) Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Singlefamily, attached - new construction. A one-family house attached to one or more other b'ouses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) - SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat'. May bea mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE' Commercial permit re-issue. - CREPAIR Commercial building - repair. Damage, fire, etc. CREPLACE Commercial building - replacement. CII Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) - new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. Ill Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 - Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MF5+ Multi-family, S or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-fdmily residence, above). City of Carlsbad Inspection Request For: 9/1/99 Permit# CB971749 Inspector Assignment: PD Title: 920 SF RAD & 100 SF TO GAR+100 Description: SF DECK Type: RAD Sub Type: Phone: 7607293965 Job Address: 1701 TAMARACK AV Suite: Lot Location: Inspector: APPLICANT BROOKS WORTHING Owner: HALLOCK ANN H Remarks: Total Time: Requested By: LINDA Entered By: CHRISTINE CD Description Act Comments 19 Final Structural /1 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspection History Date Description Act lnsp comments 8/27/99 14 Frame/Steel/Bolting/Welding WC PD 8/27/99 89 Final Combo NS PD 8/26/99 14 Frame/Steel/Bolting/Welding WC PD 8/26/99 89 Final Combo CO PD 8/25/99 14 Frame/Steel/Bolting/Welding NS PD RESET FOR THURSDAY 8/23/99 19 Final Structural CO PD SEE NOTICE ATTACHED 6/4/99 18 Exterior Lath/Drywall WC PD 6/4/99 22 Sewer/Water Service AP PD 6/4/99 23 Gas/Test/Repairs AP PD 5/21/99 17 Interior Lath/Drywall AP PD 5/21/99 18 Exterior Lath/Drywall AP PD 5/20/99 13 Shear Panels/HD's AP PD 5/20/99 84 Rough Combo AP PD 5/19/99 14 Frame/Steel/Bolting/Welding NR PD 5/19/99 24RoughITopout NR PD 5/19/99 34 Rough Electric NR PD 5/13/99 16 Insulation CO SP SEE NOTICE ATTACHED 5/7/99 84 Rough Combo AP PD EsGil Corporation Professional Plan Review Engineers DATE: August 27, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 971749 PROJECT ADDRESS: 1701 Tamarack Ave. PROJECT NAME: Ann Hallock SFD addition SET: II L3 APPLICANT c iS. U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. El Esgil Corporation staff did advise the applicant that the plan check has beencompleted. Person contacted: Telephone #: Date contacted (by: ) Fax #: Mail Telephone Fax In Person Lii REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation LIGA 11 CM []EJ c:jc 8/14 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGil Corporation Profe.csionalP(an Review Engineers DATE: July 9, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 971749 PROJECT ADDRESS: 1701 TamarackAve. PROJECT NAME: Ann Hallock SFD addition SET:I U APPLICANT Q PLAN REVIEWER O FILE El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Brooks Worthing 690 Carlsbad Village DR., Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LII REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation UGA [:1 CM DEJ F-1 PC 6/26 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 S Carlsbad 971749 July 9, 1997 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO: 971749 JURISDICTION: Carlsbad PROJECT ADDRESS: 1701 Tamarack Ave. FLOOR AREA: Dwelling addition 920 SF STORIES: 2 Garage addition 100 SF Deck addition 148 SF HEIGHT: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 6/25/97 ESGIL CORPORATION: 6/26 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Sergio Azuela COMPLETED: July 9,1997 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot Carlsbad 971749 July 9, 1997 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). Structural plans shall be signed and sealed by the engineer. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and the 1994 UBC, UMC and UPC and the 1993 NEC. ROOFING Specify roof material and application. Chapter 15. Specify on plans the roof underlayment. . FOUNDATION REQUIREMENTS Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 1804.3. Carlsbad 971749 July 9, 1997 FRAMING 7. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). 8. Per UBC Section 2343.6, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. The spacing of the trusses." 9. Show on the plans all structural requirements developed in the structural calculations. Section 106.3.3. (See comments at end.) . MECHANICAL (UNIFORM MECHANICAL CODE) 10. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. . PLUMBING (UNIFORM PLUMBING CODE) 11. Provide adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT 12. All new residential buildings, including additions, require a soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. ft. in area, then a soils report is not required. Esgil Corporation will advise the City to place their soils notice stamp on the plans. . MISCELLANEOUS 13. The 38" X 38" X 18" footings @ ends of Garage header are missing in the Foundation Plan. See sheet 4. Carlsbad 971749 July 9, 1997 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: YesU NoU The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. Carlsbad 971749 July 9, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 971749 PREPARED BY: Sergio Azuela DATE: July 9, 1997 BUILDING ADDRESS: 1701 Tamarack Ave. Ann Hallock SFD addition BUILDING OCCUPANCY: R-3 & U-i TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) Dwelling addition 920 Garage addition 100 Deck addition 148 90,308 (City valuation) Air Conditioning Fire Sprinklers TOTAL VALUE 90,308 Z 1991 UBC Building Permit Fee fl Bldg. Permit Fee by ordinance: $ 599.00 1991 UBC Plan Check Fee L111 Plan Check Fee by ordinance: $ 389.35 Type of Review: Z Complete Review LII Structural Only Hourly Repetitive Fee Applicable E Other: Esgil Plan Review Fee: $ 311.48 Comments: Sheet I of I macvalue.doc 5196 A— - of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.: CB BUILDING ADDRESS: /')O/ '"T,91,Agc/1 PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: ).3 —(., 7 EST. VALUE: 90,2 o' ENGINEERING 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 office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please 5 the attached report of deficiencies marked ith 0. Make necessary corrections to plans or specifica ions for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: By: Date: By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: BS?22. 212 2f) Date: &/ 7 ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: Bruce Eubank City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4374 A-4 W.asparnas'.sysU.IBRAR'flENG\WORO\DOCS\CHKLSTBu9djng PIanc,eck Cklst BP000I Fonn BEdoc Rev. 12I26IB075 Las Palmas Dr. • Carlsbad, CA 9200911576. (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST / SITE PLAN C(13s N 3R01 ) E 1. Provide a fully dimensioned site plan drawn to scale. Show: / "Ar North Arrow 4) Property Lines j ml Existing & Proposed Structures vf Easements 0 K / Existing Street Improvements -f Right-of-Way Width & Adjacent Streets / Driveway widths 2. Show on site plan: A. Drainage Patterns 3 Building pad surface drainage must maintain a minimum slope of one ,percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive / ,- drainage of 2% to swale 5' away from building." t..'. Existing & Proposed Slopes and Topography 3. Include on title sheet: VAI Site address B. Assessor's Parcel Number 2 Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE L A)) 4a. Project does not comply with the following Engineering Conditions of approval for (I Project No._______________________________________________ L11 El Q 4b. All conditions are in compliance. Date: Plantheck Mist BP000I Form BE.doc Rev. 1228I98 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1STJ 2ND/ 3RD1 U U U 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm ) - drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $/0,, o , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2 x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. LII Dedication completed by: Date: IMPROVEMENT REQUIREMENTS U U 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_ o .' , pursuant to Carlsbad Municipal Code Section 18.40.040. - Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: U U 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_________________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: Plantheck Cklst BP000I Fern, BE.doc Rev. 12/26/96 BUILDING PLANCHECK CHECKLIST 2ndl 3rd/ U U U 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 16~ U U 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. U U U 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). U U U 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: U U U 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) ZLI U 7d. No Grading Permit required. MISCELLANEOUS PERMITS U U U 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or - private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: Plantheck Mist BP0001 Form BE.doc Rev. 12/28/98 BUILDING PLANCHECK CHECKLIST 1St.,' 2'' 3rdl It U U U A SEWER PERMIT is required concurrent with the building .p'e'rmit issuance. The fee is noted in the fees section on the following page. U U U WASTE (U(1INDUSTRIAL PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial Waste permit accepted by: Date: 14 U U U 1. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. U U 12. U Required fees are attached i1io fees required U U U 13. Additional Commönts: Plarichecic Cklst 8P000I Eon,, BE.doc Rev. 12/26/96 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Address Planner Grea Fisher Phone (61 9) 438-1 1 61, extension 4328 APN: 72 b7 . . Type of ect and Use: ("ch Zone a Facilities M agement Zone CFD (in/out) # Circle One (ii property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend a. Item Complete (JJ Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Lx" E E Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval 9/0 F~ Coastal Zone Assessment/Compliance - Project site located in Coastal Zone? YES NO____ CA Coastal Commission Authority? YES NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): ________ Coastal Permit Determination Form already completed? YES____ NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. E Inclusionary Housing Fee required: YES NO (Effective date of Inclusioriary Housing Ordinance - May 21, Date Entry Completed? YES NO Site Plan: EZI D 1. Provide a fully dimensioiäl site plan drawn to scale. Show: North arrow, J proper1y lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing. topographical lines. E 2. Provide legal description of property and assessor's parcel number. Zoning: JZ[ E 1. Setbacks: Front: Required Shown Int. Side: . Required .17S Shown E6' 7-' Street Side: Required •J\J-. Shown PJI+ Rear: Required 1Z..315 Shown E 2. Accessory Structure Setbacks: Front: - Required zS lqwn Int. Side: Required S iown Street Side: Reuired Shown Rear: Required Shown 3. Lot Coverage: Required Shown fl E 4. Height: Required ,O Shown 3 / 5. Parking: Spaces Required Shown Guest Spaces Required Shown E Additional Comments_____________________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ATE (o-:SO-3~ COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS August 4, 1997 Ann Hallock do Brooks A. Worthing BA Worthing, Inc. P.O. Box 1041 Carlsbad, CA 92018 Subject: FOUNDATION PLAN REVIEW Proposed Second Story Addition 1701 Tamarack Avenue Carlsbad, California Reference: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed, Second Story Addition 1701 Tamarack Avenue Carlsbad, California Prepared by Coast Geotechnical Dated August 1, 1997 Dear Ms. Hallock: As requested, we have reviewed the project foundation plans prepared by B. Worthing Plan Service, and observed that they have, in general, included the recommendations presented in our Preliminary Geotechnical Investigation, (job No. P-262067). COMMENTS 1) All proposed footings and underpins should penetrate weathered or loose materials and should be founded the designed depth into competent terrace deposits. 779 ACADEMY DRIVE • SOLANA BEACH • CALIFORNIA 92075 0-1 7(7'i (619) 755-8622 • FAX (619) 755-9126 August 4, 1997 W.O. P-262067 Page 2 2) All footing excavations should be observed by a representative of this firm prior to placement of steel. Additional depth may be required. Additional recommendations may be necessary if unforeseen conditions are encountered. LIMITATIONS The findings and opinions presented herein have been made in accordance with generally accepted professional principals in the fields of geotechnical engineering. No warranty is provided. If you have any questions regarding this letter, please contact our office. Reference to our Job No. P-262067 will help expedite a response to your inquiry. Respectfully submitted, COAST GEOTECHNICAL A4("L~ Mark Burwell Geologist Vithay Singhanet, P.E. Geotechnical Engineer COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS August 1, 1997 I I Ann Hallock do Brooks A. Worthing BA Worthing, Inc. I P.O. Box 1041 Carlsbad, CA 92018 I Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION ' Proposed Second Story Addition 1701 Tamarack Avenue Carlsbad, California I I Dear Ms. Hallock: In response to your request and in accordance with our Proposal and Agreement dated June 10, 1997, we have performed a preliminary geotechnical investigation on the subject site for the proposed second story addition. The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this report. From a geotechnical point of view, it is our opinion that the site is suitable for the proposed development, provided the recommendations in this report are implemented during the design and construction phases. If you have any questions, please do not hesitate to contact us at 755-8622. This opportunity to be of service is appreciated. Respectfully submitted, COAST GEOTECHNICAL Mark Burwell Geologist 50 e ESS c0i 410 782 * Exp. 12-31-97 tinghanet,Vithaya P.E. Geotechnical Engineer 779 ACADEMY DRIVE • SOLANA BEACH • CALIFORNIA 92075 (619) 755-8622 • FAX (619) 755-9126 I I PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Second Story Addition 1701 Tamarack Avenue Carlsbad, California Prepared For: Ann Hallock do Brooks A. Worthing BA Worthing, Inc. P.O. Box 1041 Carlsbad, CA 92018 August 1, 1997 W.O. P-262067 11 Prepared By: COAST GEOTECHNICAL 779 Academy Drive Solana Beach, California 92075 U U I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS VICINITY MAP INTRODUCTION 5 SITE CONDITIONS 5 PROPOSED DEVELOPMENT 5 SITE INVESTIGATION 6 LABORATORY TESTING 6 GEOTECHNICAL CONDITIONS 7 CONCLUSIONS 9 RECOMMENDATIONS 10 GENERAL 10 FOUNDATIONS 10 SLABS ON GRADE 11 D. DRAINAGE 12 OBSERVATIONS 12 PLAN REVIEW 13 G. LIMITATIONS S 12 APPENDIX REGIONAL FAULT MAP LABORATORY TEST RESULTS BORING LOGS TEST PIT LOG SITE PLAN VICINITY MAP I I 7 August 1, 1997 W.O. P-262067 Page 5 INTRODUCTION This report presents the results of our geotechnical engineering investigation on the subject property. The purpose of this study is to evaluate the nature and characteristics of the surficial deposits underlying the property and their influence on the construction of a single-family residential addition over the garage area. SITE CONDITIONS The subject property is located just east of Park Drive, along the south side of Tamarack Avenue, in the city of Carlsbad. The subject property was graded as part of a larger subdivision by terracing, stepping down, the lots to the east. The site is situated approximately 2.0 vertical feet below the adjacent lot to the west. The site includes a two-story residence and attached garage situated on a relatively level graded pad. Vegetation includes residential landscaping consisting of grass, shrubs and a few trees. I Drainage is generally poorly developed adjacent to the garage area. The 3.0 ± foot wide I walkway along the base of the 2.0 ± foot high slope is covered by punctured Vin-queen and gravel. Gutters are not present along the garage to collect roof waters. I I PROPOSED DEVELOPMENT I Plans were prepared by Worthing Plan Service. The project includes a second story addition over the garage and the extension of the garage area along the front and rear. I The addition will be supported on, in part, by new footings and concrete slabs. I August 1, 1997 W.O. P-262067 Page 6 SITE INVESTIGATION Two 4.0 inch diameter exploratory borings were drilled on the site to a maximum depth of 5.5 feet. One test pit was excavated adjacent to the garage foundation to evaluate footing embedment and the characteristics of the supporting soils. Earth materials encountered were visually classified and logged by our field geologist. Relatively, undisturbed and bulk samples of earth materials were obtained at selected intervals. Samples were obtained by driving a thin walled steel sampler into the desired strata, where possible. The samples are retained in brass rings of 2.5 inches outside diameter and 1.0 inches in height. The central portion of the sample is retained in close fitting, waterproof containers and transported to our laboratory for testing and analysis. I I Classification LABORATORY TESTING The field classification was verified through laboratory examination, in accordance with the Unified Soil Classification System. The final classification is shown on the enclosed Exploratory Logs. Moisture/Density The field moisture content and dry unit weight were determined for each of the undisturbed soil samples. This information is useful in providing a gross picture of the soil consistency or variation among exploratory excavations. The dry unit weight was I I I I I I I I I I I I I I I I I August 1, 1997 W.O. P-262067 Page 7 determined in pounds per cubic foot. The field moisture content was determined as a percentage of the dry unit weight. Both are shown on the enclosed Appendix A. GEOTECHNICAL CONDITIONS The subject property is underlain by near surface Pleistocene terrace deposits. The sedimentary unit is generally composed of reddish brown slightly clayey sand however, weathered zones do occur along the surface of the deposits. The terrace deposits are overlain, in part, by thin surficial deposits. A brief description of the earth materials encountered on the site is discussed below. Soil Approximately 6.0 inches of brown silty and fine-grained sand was encountered in the. vicinity of Boring No. 1. The soil is generally moist, loose and organic. I I Terrace Deposits The subject property is underlain by poorly consolidated Pleistocene terrace deposits. I This sedimentary unit is composed of weakly cemented, silty and fine-grained slightly I clayey sand. The upper 1.3 feet of the terrace deposits in the vicinity of Boring No. 1 is generally weathered, blocky and clayey. Below this zone, the terrace deposits are I generally reddish brown, slightly clayey and dense. I August 1, 1997 W.O. P-262067 - Page 8 Expansive Soil Based on our experience in the area and previous laboratory testing of selected samples, the terrace deposits reflect an expansion potential in the low range. Existing Footings One test pit was excavated along the west side of the exterior foundation for the garage. The base of the wall footing is founded approximately 15 inches below the exterior grade and into terrace deposits. Groundwater No evidence of perched or high groundwater tables were noted during exploration. Based on our experience in the area, major groundwater related problems are not anticipated during construction. However, it should be noted that seepage problems ca develop after completion of construction. These seepage problems most often result from drainage alterations, landscaping and over-irrigation. In the event that seepage or saturated ground does occur, it has been our experience that they are most effectively handled on an individual basis. Faults/Seismicity I Based on a review of published geologic maps, no faults are located on the site. The nearest active fault is the Rose Canyon Fault Zone located approximately 3.5 miles I I I I I I I I I I I I I I I I August 1, 1997 W.O. P-262067 Page 9 southwest of the site. Other active faults which could affect the site include the Coronado Bank, Elsinore, San Jacinto and San Andreas Faults. The proximity of these faults are shown on the enclosed regional fault map. Although the likelihood of ground rupture on the site is remote, it is almost a certainty the property will be exposed to moderate to high levels of ground motion resulting from the release of energy, should an earthquake occur along the numerous known and unknown faults in the region. Liquefaction Potential Liquefaction is a process by which a fine sand mass loses its shearing strength completely and flows. The temporary transformation of the material into a fluid mass is often associated with ground motion resulting from an earthquake. Owing to the moderately dense to dense nature of the underlying sedimentary deposits I and the anticipated depth to groundwater, the potential for seismically induced liquefaction and soil instability is considered very low to non-existent. I CONCLUSIONS 1) From a geotechnical viewpoint the exterior garage footing, where exposed, is I suitable for slight increases in loading. However, where significant increases in loading due to the second story addition occur, the existing footing should be I August 1, 1997 W.O. P-262067 Page 10 underpinned with a new continuous wall footing or new loads transferred to column pads as recommended by the project structural engineer.. 2) Interior footing embedment is not known and should be evaluated during the construction phase where additional loads are anticipated. RECOMMENDATLONS General Site exploration suggests that the perimeter continuous wall footing for the single-story garage structure is embedded approximately 15.0 inches into terrace deposits along the exterior foundation line. From a geotechnical viewpoint, the embedment depth is adequate to support minor additional loading only. Interior footing embedment is no: known and should be evaluated during the construction phase if additional loads are anticipated. Foundations The following parameters may be used in analysis of existing foundations and in the design of new foundations. New underpinned footings or column pads for the proposed two-story addition should be a minimum of 12 inches wide and founded a minimum of 12 inches below the I I I I I I I I I I I I I I I I I I I August 1, 1997 W.O. P-262067 Page 11 existing footing into competent terrace deposits. All proposed footings should extend a minimum of 18 inches into competent terrace deposits. Additional depth may be required where weathered zones are encountered. New continuous footings designed as underpins may be constructed in alternate sections. However, undermining of the existing footing should not exceed 5.0 lateral feet for each alternate underpinned section constructed. If the existing footing is undermined for greater than 5.0 lateral feet, the existing footing should be shored. Footings founded into competent terrace deposits, as recommended above, may be designed for a bearing value of 1500 pounds per square foot. The bearing value indicated above is for the total dead and frequently applied live loads. This value may be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces. Resistance to lateral load may be provided by friction acting at the base of foundations I and by passive earth pressure. A coefficient of friction of 0.35 may be used with dead- load forces. A passive earth pressure of 250 pounds per square foot, per foot of depth of terrace deposits penetrated to a maximum of 1500 pounds may be used. I I Slabs on Grade Slabs on grade should be a minimum of 4.0 inches thick and reinforced in both I I I I I I I I I I I I I I I I August 1, 1997 W.O. P-262067 I Page 12 I directions with No. 3 bars placed 18 inches on center. The slab should be underlain by .I a minimum 2.0-inch sand blanket. Where moisture sensitive floors are used, a minimum 6.0-mil Visqueen or equivalent moisture barrier should be placed over the sand blanket and covered by an additional two inches of sand. Utility trenches underlying the slab may I be backfilled with on-site granular materials, compacted to a minimum of 90 percent of the laboratory maximum dry density. However, sufficiently compacting the backfill I deposits may damage or break shallow utility lines. Therefore, minor settlement of the I backfill in the trenches is anticipated in these shallow areas. In order to reduce the possibility of cracks occurring, the slab should be provided with additional reinforcement to bridge over trenches. All slabs should be cast over dense compacted subgrades. I Drainage I Specific drainage patterns should be recommended by the project designer. However I in general, pad water should be directed away from foundations and around the structure I to the street or suitable location. Roof water should be collected and conducted to the driveway or street or suitable discharge location, via non-erodible devices. Pad wate- I should not be allowed to pond. Observations Structural footing excavations should be observed by a representative of this firm, prior to the placement of steel. I I I I I I. I Plan Review August 1, 1997 W.O. P-262067 Page 13 A copy of the final plans should be submitted to this office for review. Additional recommendations may be necessary at that time. LIMITATIONS This report is presented with the provision that it is the responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into plans. If conditions encountered during construction appear to differ from those described in this report, our office should be notified so that we may consider whether modifications are needed. No responsibility for construction compliance with design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of construction. The subsurface conditions, excavation characteristics and geologic structure described herein are based on individual exploratory excavations made on the subject property. The subsurface conditions, excavation characteristics and geologic structure discussed should in no way be construed to reflect any variations which may occur among the exploratory excavations. I I I I I I I I I I I I I I I August 1, 1997 W.O. P-262067 Page 14 Please note that fluctuations in the level of groundwater may occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein. Coast Geotechnical assumes no responsibility for variations which may occur across the site. The conclusions and recommendations of this report apply as of the current date. In time, however, changes can occur on a property whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be, brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our control. This report is therefore subject to review and should not be relied upon after the passage of two years. The professional judgments presented herein are founded partly on our assessment of the technical data gathered, partly on our understanding of the proposed construction and partly on our general experience in the geotechnical field. Our engineering work and the judgments given meet present professional standards. However, in no respect do we guarantee the outcome of the project. I I I I I I I I I I I I I I I I I I I I I I I I I I I I APPENDIX I I I I I I I I I I - - - - - - - - - - - - - - - - - - - REGIONAL FAULT MAP EXPLANATION IN FIIi,c lad ydayd by n14 hat, *n -aIGC,lcd. by dakd h*y, .hcny yçyny,y.at(y b.aad 0y inlyrynd. .nj by batnd h nAny by.ynnkd by ybyVjyn na. by IA. at hay.. Fy,k lyatny ny q...ynnd - .,..nn. ny.n.yaty n ,ny.. Cyala in thy Gan.b llIyy byd y,. y yn D.b(.yy 0 laay thy... yn,.nly .nd.n.y at'DEDJ n.(y AD obYth,.. l.yby by,ADny ...anP-y, .yynyd, (Dy. laid kny, .ADD nyU Dd (Db ..lay .ylyynyth by.AD Ay,y V .' FAULT CLASSIFICATION COLOR CODE (IndicDying Rcncy o( Movynynni) FD .laj idbbo (la - nUnnn(thnUo1lDy,n, l.l.ovatbydnythq.g. lab .yAaty nat.. kUbckidby,n f1ay by,b. by pnnnd yhèi, thidog n.nlyqbykby. n.j ynDy,yy gnd bynakn.y. m m thy Wby.y %tlaLnnadbyUA..la.Td ,., i. ydnond. byllyyn qno,d y,yTat. nçlyn. m do hath ban nenn,nd. ADy d n(thy noannn n.y by indily.,yd. eynDi.Uy if D.dny lnpnn. -y nyU dnD,yd fly (nyanl. n( Vn.,nd Dynab.. (N (Dl. nlntp .kpyqy - .bn g,n.nd platyny.y .nlJly - atAoyg thnyba (nldl.platad .nnvny fiat,. PInk bo'd ,p,_ nd by ynyphynny non. n( lany (0th dyynbyyy SPECIAL NOTATIONS A Donglyloth, agO ny Inn yf thy (Do V dthDynyn n.y byyyn.y( _ VV /VI__ -;:i.. - . gDbydna,njyay .- V y I .1/ ' II '•'T)' 1._..? . I / 1.' y.,.ay,, h. ' \' / . . Syn..n 0. lady adyAn. .ty lnll tInny 'f.pyogy - atonnyd lEA ha, han. lylgatad fin - I 7,' -5' i I, 4.)• . \ (Do yidly.o Dnn,n.l pan. lanno. EDOD Dnjjnond 'n.y thyyyg, nyAnnyd (Dy,, Dn..nnlEnl.aonn.11nbyl_nny(D,0,,yyp,,.1 ADAPTED DRoll lAin., ACTIVITY MAP COME ; •- 't____________ '••'•fl. - . V yynng, . , . V . 0 12 24miles k_ r — - — GRAPHIC SCALE MEXICO COAST GEOYECNNICAL LABORATORY TEST RESULTS TABLE I Field Dry Density and Moisture Content Sample Field Dry Field Moisture Location Density Content (pcf) B-i @ 1.31 109.6 14.5 B-i @ 3.4' 112.2 12.6 B-i @ 5.0' 117.5 11.8 TP-i @ 1.5' 117.5 13.5 B-2 @ 1.0' 111.8 11.2 B-2 @ 3.0' 114.2 12.0 I .1 I I I I P-262067 LOG OF EXPLORATORY BORING NO. 1 DRILL RIG: PORTABLE AUGER PROJECT NO. P-262067 BORING DIAMETER: 4" DATE DRILLED: 07-30-97 SURFACE ELEV: 100' (assumed) LOGGED BY: M.B. F-' z C' 0 U F-' z 0 ' 0 z - "S ' DESCRIPTION 100.00 0.00 L SOIL: Dk brown, silty sand, moist, loose, rootlets, organic .t;. WEATHERED TERRACE DEPOSITS: Brown clayey sand, damp, blocky, stiff 1Wi'. - cccc - 99.00 - I.uv flA I 109.6 14.5 - - T I - j- - IxiIx TERRACE DEPOSITS: Reddish brown fine and med.-grained sand, slightly - 98.00 clayey, moist, dense = 2.00 - .: I. VV t% V - 97.00 :i - 3.00 : - - K 112.2 12.6 f = I - I - - 96.00 - 4.00 - %% .. - - - - - 95.00 117.5 11.8 f = 5.00 LOG OF EXPLORATORY BORING NO. 2 DRILL RIG: PORTABLE AUGER PROJECT NO. P-262067 BORING DIAMETER: 4" DATE DRILLED: 07-30-97 SURFACE ELEV: 100' (assumed) LOGGED BY: M.B. z C' 0 • — 0 o A1 I'd . DESCRIPTION 100.0 _____________________________________________ 0.00 • 3/4 inch Crushed Rock, D.G., Visqueen barrier - - = TERRACE DEPOSITS: Reddish brown line and med.-gralned sand, slightly - :•:• clayey, moist, dense 99.00 111.8 11.2 .1$ T .1.00 - I - I I II I-.-- - --- V. - 98.00 T 200 - - 97.00 1)) 114.2 12.0 T 3.00 I .. I - I - LL - - 96.00 : - 4.00 95.00 - — — — — — — — — — — — — — — — — — COAST GEOTECHNICAL TEST PIT LOG CONSULTING ENGINEERS AND GEOLOGISTS W.O. P-.Ze ze4 7 Elev. /60 '14 5cd) Date 7-34-9-7 Logged by 4 48. Depth Description 0.0'-.25' Crushed rock 3/411, D.G., Visqueen barrier .25'-2.0' TERRACE DEPOSITS: Reddish brown fine and medium-grained sand, slightly clayey, moist, moderately dense NOTE: Apparent utility trench parallels footing, D.G. backfill - TRENCH SKETCH .cCa .Ij........--->,__.t T -- T-1 Toto Depth 2' - - - = - _ m - - - - - - - - - - - - -- 121.50' 1-' EXISTING RESIDENCE cri (11 B-2 / I / / GARAGE PROPOSED SINGLE-STORY ADDITION I PROPOSED SECOND-STORY ADDITION 4--- --4 SITE SKETCH SCALE 1"=20' LEGEND BORING LOCATION (approx.) 11 TEST PIT LOCATION (approx.) COAST GWTECNNICAL 111262067 AUG-28-97 THU 14:58 CITY OF CARLSBAD COMM DE FAX NO. 4380894 P.04 .' CERTIFICATE OF COMPLIANCE CITY OF CARLSBAD Plan Check No.L)) COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619)438-1161 This form shalt be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL-DISTRICT: Carlsbad Unified 801 Pine Avenue Carlsbad CA 92009 (434-0 - Encinitas Union 101 South Rancho Santa Fe Rd, Encinitas CA 92024 (944-4300) 'N kd Project Applicant: Project Address: / 7J RESIDENTIAL: SQ. FT. of living area San Marcos Unified 1290 West San'\4arcos Blvd. San Marcos CA 92024 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) 0 APN:9?_7C 4Vv/' 't741 r or awelling units SQ. FT. of covered area - SQ. FT. of garage area COMMER ALIt DUSTRIAL: SQ. FT. PEA Prepared by Date / 0 EdE CERTIFICATION / - (To he completed by the School Distrkt) "f\ Applicant has complied with fee requirement under Civeenent Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: $4 !.I)L .<6D - based on sq ft. @ Comm/Indust Fee Levied: $______________ based on sq. ft. @ i. B. B!aT M10, BusrnBSSS iôL J@ 7 School—District Official Title