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HomeMy WebLinkAbout2451 UNICORNIO ST; ; CB991970; Permit1O5 2O5 City of Carlsbad 08/18/1999 Residential Permit Permit No:CB991970 Building Inspection Request Line (760) 438-3101 Job Address: 2451 UNICORNIO ST CBAD Permit Type: RESDNTL . Sub Type: SF0 Status: ISSUED Parcel No: Lot #: 0 Applied: 05/24/1999 Valuation: $335,698.00 Construction Type: VN Entered By: DT Occupancy Group: 6 Reference #: Plan Approved: 08/18/1999 # Dwelling Units: I Structure Type: SF0 Issued: 08/18/1999 Bedrooms: 3 Bathrooms: 3.5 Inspect Area: Project Title: BLOCK RESIDENCE Orig PC#: NEW SFD 3313SF W/ 2784SF GARAGE 107SF DECK Plan Check#: Applicant: JORGENSEN KEVIN STE A 810 W LOS VALLECITOS BLVD SAN MARCOS CA 92069 760-752-7010 Total Fees: $19,195.18 Owner: 60MARAZON L ASTAfc208) 08/18/99 0001 01 02 C-PRMT 18254.58 Due: $18,254.58 Building Permit Add'I Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee c9 [$1,447.684%," . ReckWat'r Con.IJe) $0.00 $o.00.. 'Mj$Tze4 s940oI "Y1A1d1 R6cl. Water Con Fee $5,639.73 $0.00 '<$0' -FD Payo V"Fbe~ $0.00 $00 $6,109.70 $ 0 \P \ 3'577 " LPFF1cEDFund) \$oo License Tax J $0.00 0-40 INC0 The Tax(CF6'Fund $0.00 / $409.00 6$530.00 Traffic-irnct(CD Fund) $461.00 sbooj 1 M± ?r1ati9n'0ee $0.00 $0.00 u- (LÜM1NGTOTAL $266.00 $0:00ft[c]BlCA(f6TAL $60.00 $0.00 MECHANICAL TOTAL $56.50 $0.00 Housing Impact Fee $2,925.00 $0.00 Housing InLieu Fee $0.00 $0.00 Master Drainage Fee: $7.00 Sewer Fee: $0.00 $0.00 TOTAL PERMIT FEES $19,195.18 FINAL APPROVAL Date: / Clearance: NOTICE: Please take NOTICE that approval of your project includes the"Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions? You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 low PERMIT APPLICATION C5¼/ CITY OF CARJ..SBAD BUILDINGDEPARTMENT 2075 Las Palmás Dr., Carlsbad CA 92009 (760) 438-1161 •. FOR OFFICE USE ONLY PLAN CHECK NO._________ EST. VAL. Plan Ck. Deposit ' Date Address (include Bldg/Suite #) Business Name (at this address) tar 7( e .AAf t,A'rA Poac L.VT Legal Description Lot o. Subdivision Name/Number 4 J -4"i L4c"JO . Unit No. Phase No. Total #of units I ma Assessor's Parcel # 5-2(€O- Existing Use . 2 101 -Deck, Proposd U -2o 1'Aflo Errvt Description of Work SQ. FT. . #of Stories . // of Bedrooms . # of Bathroom L21.CONT.ACT:;PERSON1r d fferéntfrornapplicin) . . . . .• .I Name Address - City I State/Zip Telephone # Name I Addresi . . Cifv State/Zio . . . Teleohone # - Name I Address City State/Zip Telephone # (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. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1S5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # ,. _______OMPENSATION .. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 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. 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: Insurance Company Policy No._____ Expiration Date_________________ (THIS SECTION NEED-NOT-BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) '0 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 coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines ip to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE . . DATE LOWNER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 1 I, as owner of the property or my empiyees 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 impro'Yes 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 ithin 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).' 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 fo'r such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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 / contractors license number): I plan to provide poriions 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 h contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): - - PROPERTY OWNER SIGNATURE DATE -i 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? -D YES 0 NO Is the applicant or future building occupant required to obtai, 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 ISSUEDUNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 18 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. 30970) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ :RTIFIPATION- -a 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 '0 eep and demolition or construction of structures over 3 stories in height. - * EXPIRATION:. Every permit issued by the Building Offici e the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such per t commen ithi ysjr the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time fterthe wo is co enc o a v1fi 80 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE . - DATE - WHITE: File YELLOW: Applicant PINK: Finance List 1-Permit-Type From the following list, determine the petmit-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 j5eimits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from 'List 2 - StructureTypes" and put its code in the appropriate blank on the front of this application. Residential Permits Code Description . APT Apartments - new construction. t - CONDO Condominiums - new construc:tion. 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 =4 ridéncesin a' building to non-residential usage. CVNRR - Conversion. Increasi or 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 sp!iy type of structure from List 2). DUP Duplex- new construction: MOHO Mobile home, renovation, r'epair, or addition of accéssoxy structure not yielding à'new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR - Residential building repair. Damage, fire, etc. V. RREPLACE Residential building replacement (no additional units). SFA Single-family,' attached'nev construction. A one-family house attached to one or more other houses, with one or more common walls extendiig from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house,"haif-plex) SFD Single-family,, detached - new construction: A on&faMhly house with open area on all four sides. May have an attached or detached garage, or a business. May be a- detahe4 ,"grnny flat". May be a 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. •. ' . CR.EPAIR Commercial 'building - repair. Damage, fire, etc. CREPLACE Commercial building - replacement. Cli 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. III 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, 5 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-family residence, above). FA 0 15 %,77 City of Carlsbad Bldg Inspection Request Q For: 10/25/2000 Permit# CB991970 Inspector Assignment: PD Title: BLOCK RESIDENCE Description: NEW SFD 3313SF W/ 2784SF GARAGE 107SF DECK Type: RESDNTL Sub Type: SFD Phone: 76060208 4 Job Address: 2451 UNICORNIOST Suite: Lot 0 Location: Inspector:r. APPLICANT JORGENSEN KEVIN Owner: BLOCK JERRY&HEINZ JESSICA F Remarks: AM PLEASE Total Time: Requested By: JOHN Entered By: CHRISTINE CD Description Act Comments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs PCROOI17 ISSUED Inspection History Date Description Act Insp Comments 10/23/2000 89 Final Combo CO PD SEE NOTICE ATTACHED 9/18/2000 18 Exterior Lath/Drywall AP PD AT STAIRS 9/15/2000 14 Frame/Steel/BoltinglWelding AP PD 9/15/2000 18 Exterior Lath/Drywall CO PD 8/8/2000 15 Roof/Reroof WC PD 8/8/2000 23 Gas/Test/Repairs AP PD 6/26/2000 18 Exterior Lath/Drywall AP PD 6/23/2000 17 Interior Lath/Drywall AP TL 6/2212000 17 Interior Lath/Drywall CO TL NEEDS CLOSED NAILING 6/2/2000 16 Insulation AP PD 5/30/2000 84 Rough Combo AP PD 5/24/2000 84 Rough Combo CO PD ON CARD ONK TO INSULATE 5/12/2000 84 Rough Combo CO PD 3/31/2000 22 Sewer/Water Service AP PD 3/31/2000 39 Final Electrical WC PD 3/21/2000 13 Shear Panels/HD's AP PD I City of Carlsbad Address: Contact Person: Sewer Dist: Plan Check #: Permit #: Project Name: Dept: Bul BLOCK RESIDENCE NEW SFD 3313SF W/ 2784SF GARAGE 107SF DECK 2451 UNICORNIOST Lot: JOHN Phone: 7607287489 Water Dist: RECE WED r 1 . I Off 22OOO CITY OF CARLSBAD - 'NEFRING_DEPARTF.;: 10/23/2000 RESDNTL SFD Inspection inning CMWD St Lite Fire Date: Permit Type: Sub Type: 0 Inspected Date By: Inspected: " Approved: Disapproved: Inspected Date By: ____ Inspected: Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: 1 1 ON of Carlsbad Final Building Inspection Dept: Building Engineering Plannir (iMW St Lite Fire Plan Check #: Date: 10/23/2000 Permit #: CB991970 Permit Type: RESDNTL Project Name: BLOCK RESIDENCE Sub Type: SFD NEW SF0 3313SF W/ 2784SF GARAGE 107SF DECK Address: 2451 UNICORNIO ST Lot: 0 Contact Person: JOHN Phone: 7607287489 Sewer Dist: Water Dist: Inspected Date By: Inspected: Approved: isapproved: VV Inspected Date By: ____ Inspected: Approved: ______ Disapproved: Inspected Date By Inspected: Approved: ______ Disapproved: _____ EsGil Corporation 2n fPartners/lip with government for fBui(1ing Safety DATE: August 11, 1999 ci APPLICANT U JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 99-1970 SET: III PROJECT ADDRESS: 2451 Unicornio St. PROJECT NAME: SFD for Block/Heinz 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 below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI 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. Lii The applicant's copy of the check list has been sent to: Li 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: This plan is being hand carried by the architect. Telephone #: Date contacted: (by: ) Fax #: Mail Telephone PA'^xL—In Person REMARKS: I )'lease have the architect submit a letter from the soils engineer confirming that he reviewed the plans and found that all the soils requirements are incorporated to the construction documents. 2) Please have the architect show on your set the notes(in ink) he added to the recommended plans. 001-~ By: Bert Domingo Enclosures: Esgil Corporation 0 GA J MB EJ 0 PC Log 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In !!Partnership with government for Bui&(ing Safety DATE: July 26, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1970 PROJECT ADDRESS: 2451 Unicornio St. PROJECT NAME: SFD for Block/Heinz SET: II U APPLI NT JURIS. O PLAN REVIEWER U FILE LI 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 below are resolved and checked by building department staff. fl. 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. LII 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: Kevin Jogensen 810 W. Los Vallecitos Blvd., Ste. A, San Marcos, CA 92069 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 LI REMARKS: By: Bert Domingo Enclosures: Esgil Corporation C] GA 0MB DEJ DPC 7/16/99 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 99-1970 II July 26, 1999 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2451 Unicornio St. DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/16/99 REVIEWED BY: Bert PLAN CHECK NO.: 99-1970 SET: II DATE RECHECK COMPLETED: July 26, 1999 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. 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 on the plans. Have changes been made not resulting from this list? DYes UNo Carlsbad 99-1970 II July 26, 1999 . PLANS 1. 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, (760) 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 or architect responsible for their preparation, for plans deviating from conventional woodframe construction. Specify expiration date of license. (California Business and Professions Code). This will be checked on final. EXITS, STAIRWAYS, AND RAILINGS 6. Provide stairway and landing details. Please show how many stringers would be used. Also, please show the size. 8. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-112 inches between the wall and the handrail. Section 1006.9. No response. GARAGE AND CARPORTS 14. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. Please see garage door 101 to the circular stairs. Carlsbad 99-1970 II July 26, 1999 . 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. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. This does not apply to detached, single-story dwellings. Section 1804.5 . PLUMBING (UNIFORM PLUMBING CODE) 24. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. The discharge end of the line should be as close to the floor drain to avoid splashing but not as close as 1" from the top of the grate. . MISCELLANEOUS 31. The glass guardrail should be firmly supported on all four edges. Please see section 2404 of the 94 UBC. A design analysis is required per code. 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: Yes El No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, 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 Bert Domingo at Esgil Corporation. Thank you. I TWIWC~o rp or at i on In Partnership with government for Building Safety DATE: June 8, 1999 U APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 99-1970 SET: I PROJECT ADDRESS: 2451 Unicornio Si. PROJECT NAME: SFD for Block/Heinz El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. fl 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. LI 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. LI 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: Kevin Jorgensen 810 W. Los Vallecitos Blvd., Ste. A, San Marcos, CA 92069 Esgil Corporation staff did not advise the applicant(except by mail) that the plan check has been completed. LI 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 LI REMARKS: By: Bert Domingo Enclosures: Esgil Corporation DGA 0MB DEJ DPC 5/27/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 99-1970 June 8, 1999 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 99-1970 JURISDICTION: Carlsbad PROJECT ADDRESS: 2451 Unicornio St. FLOOR AREA: 3514.50 SQ. FT STORIES: TWO [F[e1I REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: June 8, 1999 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/27/99 PLAN REVIEWER: Bert Domingo 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 99-1970 June 8, 1999 . PLANS 1. 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, (760) 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 or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). . FIRE PROTECTION 3. Show locations of permanently wired smoke detectors with battery backup: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms. On each story. In the basement, if part of the dwelling unit. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 31 0.9.1. . GENERAL RESIDENTIAL REQUIREMENTS 4. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1203.3. Carlsbad 99-1970 June 8, 1999 EXITS, STAIRWAYS, AND RAILINGS 5. Guardrails (Section 509.1): Shall have a height of 36". Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-13. Please submit calculations also. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be loss than 6". 6. Provide stairway and landing details. Sections 1006.3, 1006.15 and 1006.2. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9" minimum. Minimum headroom is 6'-8". C) Minimum width is 36". 7. Handrails: Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 12" beyond top and bottom risers. All stairs shall have handrails terminating in a newel or safety post. Section 1006.9. 8. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 1006.9. 9. Provide details of winding stairway complying with Section 1006.4: Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. 10. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction. Section 1006.12. Carlsbad 99-1970 June 8, 1999 II. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: Manufacturer's name. Model name/number. ICBO approval number, or equal. Show attic ventilation. Minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. GARAGE AND CARPORTS Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. Please see garage door 101 to the circular stairs. . 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. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 . MECHANICAL (UNIFORM MECHANICAL CODE) Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. Carlsbad 99-1970 June 8, 1999 . ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. Note. on the plans that receptacle outlet locations will comply with 1993 NEC Art. 210-52(a). For a single-family dwelling unit (and for each unit of.a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 210-52 (e). This receptacle must be GFCI protected. - Show on the plans that countertop receptacle outlets comply with 1993 NEC Art. 210-52(c), which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. Show on the plan that receptacle outlets in hallways comply with 1993 NEC Art. 210-52(h), which reads as follows: For hallways of 10 feet or more in length at least one receptacle outlet shall be required. Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art. 210-8, which reads as follows: All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink. . PLUMBING (UNIFORM PLUMBING CODE) Show T and P valve on water heater and show route of discharge line to exterior UPC, Section 608.5. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.0 Carlsbad 99-1970 June 8, 1999 . ENERGY CONSERVATION Please show on the sections the recommended R-value for the insulation of the roof, walls and floor. . CARLSBAD S.F.D. & DUPLEX SUPPLEMENT New residential units must be pre-plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy). . MISCELLANEOUS Please show how the apex of the tower is supported. The glass guardrail should be firmly supported on all four edges. Please see section 2404 of the 94 UBC. Please apply the volume factor for the glu lam beams. See section 23 12.4.5 The recommended garage doorheader size is not what is shown on the plan. Please clarify. Please show the grade of the glu lam beams on the plans. The cantilevered glu lam beams of 24F V4 could only have 1200 psi bending stress. Camber is normally based on DL deflection multiplied by 1.5. Please submit calculations. The cantilevered beams may need negative camber. It seems that the only DL considered in the lateral analysis are the roof and floor loads. Please consider the exterior and interior walls also. The detail 13/11, along line 2.5 @ the roof level, seems not applicable. Please clarify. The joists are parallel with the shear wall not perpendicular as depicted on the detail. Car1sbad 99-1970 June 8, 1999 A drag collector is required to collect and transfer the tributary loads to the designed shear wall. Please submit analysis and show detail for the.drag connection to the shear wall and cross reference to the framing plan. Please cross reference the holdown details to the framing plan. The lower level along grid lines 2.5 & 3 should be the tributary load of 349(77/2) because the diaphragm is flexible. Please check the other shear wall lines also. A complete structural plan check will be made when all the structural comments above are met. 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: Yes E3 No E3 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, 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 Bert Domingo at Esgil Corporation. Thank you. Carlsbad 99-1970 June 8, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-1970 PREPARED BY: Bert Domingo DATE: June 8, 1999 BUILDING ADDRESS: 2451 Unicornio St. BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE ** $ 335,698.00 1994 UBC Building Permit Fee Bldg. Permit Fee by ordinance: $ 1447.08 1994 UBC Plan Check Fee Plan Check Fee by ordinance: $ 940.60 Type of Review: • Complete Review LI Structural Only LI Hourly LI Repetitive Fee Applicable fl Other: Esgil Plan Review Fee: $ 752.48 Comments: ** Valuation was taken from the city's estimate. Sheet I of I macvalue.doc 5196 Date: Date: Date: ..! 4. S Nov 11111111111"in ILWA City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: ___ PLANCHECK NO.: CB2117 BUILDING ADDRESS: ,9fJ Sf LJvic_crAr-6 Sir. PROJECT DESCRIPTION: ____________________________________ ASSESSOR'S PARCEL NUMBER: t, - EST. VALUE: ENGINEERING DEPARTMENT 1;JJ'WL'I1 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 see the attached report of deficiencies marked with Make necessary corrections to plans or specificatiàns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. FOR OFFICIAL USE AUTHORIZATION TO ISSUE BUILDING PERMIT: -4..IIMENTS . . ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ D Dedication Application El Dedication Checklist City of Carlsbad 0 Improvement Application . Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 0 Improvement Checklist Phone: (619)438-1161, ext. 4510 Future Improvement Agreement CFD INFORMATION El Grading Permit Application Parcel Map No: 0 Grading Submittal Checklist Lots: 0 Right-of-Way Permit Application Recordation: E] Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet Sewer Fee Information Sheet A-4 CA 92009-1576 . (760) 438-1161 . FAX (760) -11a69 19 I BUILDING PLANCHECK CHECKLIST c% d- 7 CQ5 p'irC I6'-71çt SITE PLAN 1 S >(. NDI 3RD ,,J2( 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Existing & Proposed Structures Existing Street Improvements /2. Show on site plan: to m!' Property Lines F Easements Right-of-Way Width & Adjicerit Streets Drivewy widths o A. Drainage Patterns 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." Existing & Proposed Slopes and Topography U 3. Include on title sheet: Site address Assessor's Parcel Number 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 U 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 0 0 0 4b. All conditions are in compliance. Date: U:WORODOCSCHKLSTBuiIdIng Plaflthecic Mist BP000I Form JJ.doc 2 . Rev. 12126196 BUILDING PLANCHECK CHECKLIST 2NDI 3RD/ i~ U U DEDICATION REQUIREMENTS 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 $_, 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 1,4u 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. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS U U 6a. All needed public improvements upon and adjacent to the building site must be Y constructed at time of building construction whenever the value of the construction exceeds $ , 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: 0 0 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: H:tWORO%DOCSCHKLSflBuiing Plancheck Cklst BP000I Fwm JJ.doc 3 Rev. I8i9O BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: U U U 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent 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. 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.) U U 7d.No Grading Permit required. U U U 7e.If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 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: BUILDING PLANCHECK CHECKLIST H:WORDDOCSCHKLSflBuilding Plancheck Cldst BP000I Form JJ.doc Rev. 12120190 2' 3rd/ A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. j,-J? c a INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: U U 11. 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. a'uired fees are attached U No fees required U U U 13. Additional Comments: H:WORDDOCSCHKLSflBuiIding Plancfled, CkI5t BP0001 Form JJ.doc 5 Rev. 12126198 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. Q-"EIcuIation based on building plancheck plan submittal. Address: A51 Ui Bldg. Permit No.C_Pj',99 2' Prepared by: _3 Date: Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SER Sq. Ft./Units: EDU's: I Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: &fp, Sq. Ft./Units: ADT's: Types of Use: Sq. Ft./Units: ADI's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS:______ 2. TRAFFIC IMPACT FEE ADT's/UNITS: I X FEE/ADT: 8-20 TRANSPORTATION ADTS X $10 12'3. BRIDGE AND THOROUGHFARE FEE (01ST. #1 .-"DIST. #2 01ST. #3 ADT's/UNITS: I X FEE/ADT: =$ 53c e'-4.*. FACILITIES MANAGEMENT FEE ZONE:_ bl ________ UNIT/SQ.FT.:I X FEE/SQ.FT./UNIT:.? ( en. $ 310 0- 5. SEWER FEE PERMIT No. EDU's: X. FEE/EDU: = $ Leciccj ru.. BENEFIT AREA: DRAINAGE BASIN:_______ EDU's: X FEE/EDU:_______ k38EWER LATERAL ($2,500) 121" 7. DRAINAGE FEES PLDA 0 HIGH ACRES: - _3' O X FEE/AC: TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:DOCSMISFORMSFEE CALCULATION WORKSHEET REV 4/29/99 , ;. -_l; - S.-..-. - •• 7 _•'__- --S".- p " - - -S 15 At __ I. N \.\• ---. .,V"; :• •t Al di to- ; /0.00 - /d9. I , /' •/ ' . o v . t- / / / /c3. / --I-- .- / oqY /49 3 4 178 I 7 y-- , ____ > ..•--. , - r iii . r . Q • >'' L'7 •J/7 "! ' Ilk OV ,* T2fr( , . ..-; d •' < -;--- _i'•• /1 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No B ON1?1() Address ?15f OA1IWP4'i Planner JiJJL.- 1r7131C_- Phone (619) 438-1161, extension .APN: Type of Pr •ect & Use: f72 - Net Project Density:DU/AC Zoning:__________ General Plan: Facilities Management Zone: CFD IinIn,itl #_Date of participation: Remaining net dev acres:______ Circle One cm M (For non-residential development: Type of land used created by this permit:_______________________________________________ cc N (Z~Legend: Item Complete Item Incomplete - Needs your action E Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 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:__________________________________________________ Lci Coastal Zone Assessment/Compliance Project site located in Coastal Zone? )(ES _ N04 CA Coastal Commission Authority?/ YES NO If California Coastal Commission Author$: Contact them at - 3111 Camino Del Rio North, Suite 200. San Diego CA 92108-1725; (6 11 521-8036 Determine status (Coastal Perft Required or Exempt): Coastal Permit DeterminatioptForm already completed? YES NO____ If NO, complete Coastal Permitp'etermination Form now. Coastal Permit Determinp{ion Log #: Follow-Up Actions: / 1) Stamp Buildinj Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans)./ .2) Complete C,6astal Permit Determination Log as needed. 0 Inclusionary Housing Fee required: YES NO (Effective date of inclusionary Housing Ord' nany May 21, 1993.1 Data Entry Completed? YES V NO (AIP/Ds, Activity Maintenance, enter CB#. toolbar, Screens. Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: 0 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. fo 2. Provide legal description of property and assessor's parcel number. Zoning: Setbacks: - Front: Required Shown Interior Side: Required '7 E Shown Street Side: Required Shown Rear: Required /51, Shown T7JSi Accessory structure setbacks: Front: Required Shown Interior Side Re Shown Street Side:: equired Shown Rear: Required Shown Structur eoaration: Reauired Shown Lot Coverage: LP Height: Required k Shown_ 6,70 _____ Required i Shown 0 0 5. Parking: Spaces Required "3-..... Shown Guest Spaces Required • Shown 0 0 0 Additional Comments_____________________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 11 DATE b/f 2 G(O1ECfLL SUMMA CIIUALcC,1TN1TS 810W. Los Vallecitos, Ste A • San Marcos CA-92069 (760) 752-7010. Fax (760) 752-7092 Date: August 12, 1999 To: City of Carlsbad Building Inspection Department 2075 Las Palmas Drive Carlsbad, CA Re: Proposed Block/Heinz Residence, to be Located at 2451 Unicornio, Carlsbad, CA. Subject: Plan Review Letter References: 1) "Geotechnical Investigation and Foundation Recommendations for the Proposed Block Residence to be Located at 2451 Unicornio Street, Carlsbad, California.", dated August 3, 1999, prepared by Engineering Design Group. 2) "Structural Drawings", Sheets 7,10, Block/Heinz Residence, prepared by Engineering Design Group. In accordance with your request, we have reviewed the project geotechnical report (Reference No. 1) and the structural plans prepared by Engineering Design Group (Reference No. 2). Based on our review, the referenced plans and specifications meet the minimum requirements of the geotechnical report for the proposed site improvements. The following exceptions need to be addressed: On Sheet 7, in the Foundation Notes, concrete for the building foundation should have a minimum compressive strength in 28 days of 2,500 psi. On Sheet 7, in the Foundation Notes, concrete slabs on grade at garage locations should have a minimum thickness of 5 inches per the referenced soils report. On Sheet 10, Foundation Detail 7, minimum parameter for footing width and depth below lowest adjacent grade should be changed from 12 inches wide by 12 inches deep to the minimum recommendation of the project soils report, 15 inches wide by 18 inches deep. On Sheet 10, Foundation Details where sand bed is referenced below concrete slab should include a visqueen layer (10 mil.) placed mid-height in a 4" sand bed to act as a vapor retarder. If you have any questions regarding this letter, or if we can be of further service, please do not hesitate to contact our office. Sincerely, ENGINEI? A G DESIGN GROUP Erin Staff Page No. I Job No. 991982-1,2 MandyfflMLETTEMErrER 19911982-1,2 BLOCK PLAN REVIEW LETTER.wpd /q70 810W. Los Vallecitos, Ste A • San Marcos CA-92069 (760) 752-7010. Fax (760) 752-7092 FOOTING/CAISSON OBSERVATION SUMMARY Date: September 15, 1999 Project Name: BLOCK RESIDENCE Location: 2451 UNICORNIO STREET, CARLSBAD, CA Standard Footings for Slab on Grade Floors Permit No: Referenced Geotechnical Report(s): "GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS, FOR THE PROPOSED BLOCK RESIDENCE, LOCATED AT 2451 UNICORNIO STREET, CARLSBAD, CALIFORNIA", Project No: 991928-1, dated August 3, 1999, prepared by Engineering Design Group. Code: 1994 U.B.C. Observation of Summa I1 :Initials A representative of E.D.G. observed on-site soil conditions. Soil conditions for the proposed residence are substantially in conformance with those assumed in the geotechnical report. 0-.Initials A representative of E.D.G. observed and measured footing excavation depth/width for the proposed residence. Footing excavations extend to proper depth and bearing strata, and are in general conformance with recommendations of the referenced geotechnical report. 0—initials A representative of E.D.G. measured footing setback from slope face. The setback was in general accordance with the recommendations of the geotechnical report. Comments: Notes to Suoerintendent/Foreman Footing/caisson excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. In the event of a site change subsequent to our footing/caisson observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additionalisite observations. Notes to Building Inspector' 1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading (IF APPLICABLE). 9-15-99 Representative DESIGN GROUP Date Job No. 991982-1,2,7 FRM991982-2 BLOCK RESIDENCE FOOTING INSPECTION 9.15-99.wpd I I I I I I I I I I I I I I I I I I 810W. Los Vallecitos, Ste A • San Marcos CA-92069 (760) 752-7010•Fax (760) 752-7092 a GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS, FOR THE PROPOSED BLOCK RESIDENCE TO BE LOCATED ON 2451 UNICORNIO STREET, CARLSBAD, CALIFORNIA Ri No.47672 cc 1Th lul Exp. 12-99 Project No.: 991928-2 August 3, 1999 PREPARED FOR: Jerry Block and Jessica Heinz 605 Marazon Lane Vista, CA 92083 CI? ?(T P77') TABLE OF CONTENTS SCOPE ......................... Page ..................................... SITE AND PROJECT DESCRIPTION .................................... 3 FIELD INVESTIGATION ................................................3 SUBSOIL CONDITIONS .................................................4 LIQUEFACTION ..........- .............................................5 CONCLUSIONS AND RECOMMENDATIONS . ...............................6 GENERAL..........................................................6 EARTHWORK........................................................6 FOUNDATIONS .......................................................7 CONCRETE SLABS ON GRADE ..........................................8 RETAINING WALLS ...................................................10 SURFACE DRAINAGE.. I ................................................ 11 CONSTRUCTION OBSERVATION AND TESTING ..........................12 MISCELLANEOUS ..................................................... 12 ATTACHMENTS Site Vicinity Map .............................................Figure No. 1 Site Location Map ...........................................Figure No. 2 Site Plan/Location of Trench Excavations ........................Figure No. 3 Trench Logs ...............................................Figures No. 4-5 References ................................................Appendix A Grading Specifications .......................................Appendix B Laboratory Testing Procedures ................................Appendix C Page No. 2 Job No. 991928-1,2 VhSandyffleUOBS1 JOBS99991928-1,2 BLOCK RESIDENCE- GEO INVESTIGATION -UNICORNIS ST. CARLSBAD.wpd Ii I] II SCOPE This report presents the results of our geotechnical investigation and evaluation for the I proposed single family residence to be located at 2451 Unicornio Street, in the City of Carlsbad, California. Please see Figure No. 1, "Site-Vicinity Map," and Figure No. 2, "Site I .Location Map." The scope of our work, conducted on-site to date, has included a visual reconnaissance of the property and neighboring sites, a limited subsurface investigation, and preparation of this report presenting our findings, conclusions, and recommendations. SITE AND PROJECT DESCRIPTION The subject property consists of a rectangularly shaped lot located on the east side of Unicornio Street, in the City of Carlsbad, County of San Diego, California. The subject site is bordered to the north, south, and east by developed residential properties, and to the west by Unicornio Street. The topography of the site area consists of hilly terrain. The site consists of a flat graded pad with a small descending slope to the west, and a small ascending slope to the north. Recently the lot has been grubbed, and most low lying grasses and other weed growth removed. Based on our discussions with the project architect and client, we understand the proposed site development will consist of a new two story residence, with a rear yard pool, a site retaining wall at the north end of the property (less than 4 feet in height), and other typical improvements associated with the construction of a new home. FIELD INVESTIGATION Ourfield investigation of the property, conducted Monday July19, 1999, consisted of a site reconnaissance, site field measurements, observation of existing conditions onsite and on adjacent sites, and a limited subsurface investigation of soil conditions. Our subsurface investigation consisted of visual observation of two trench excavations, logging of soil types encountered, and sampling of soils for laboratory testing; logs of the trench excavations are presented in Figures 4-5 of this report. The trenches were excavated under the direction of a civil engineer from our firm. The locations of the trench excavations are given in Figure No. 3, "Site Plan/Location of Trench Excavations". I Page No. 3 I . Job No. 991928-1,2 I SandyfiIeUO8S1 JOBS99991928.2 BLOCK RESIDENCE. GEO INVESTIGATION .UNICORNIS ST. CARLSBAD.wpd SUBSOIL CONDITIONS Materials consisting of topsoil/fill underlain by meta-volcanic rock were encountered during our subsurface investigation of the area: Soil types encountered within our test pits are described as follows: Topsoil/fill: Topsoil/fill materialsassociated with the original mass grading of the lot were found to mantle the site. Fill\topsoils encountered extended to depths approximately 20- 24 inches below existing grade. These materials consist of grey to tan, dry to slightly moist, loose to medium dense, slightly silty sand. These materials are not considered suitable for the support of structures and structural improvements, but may be utilized as re-compacted fill during grading, provided the recommendations of this report are followed. It is anticipated that the pad area will be undercut or ripped to a minimum depth of 30 inches below existing site grade, soils scarified, moisture conditioned, and re- compacted prior to construction. Fill materials classify as SW according to the Unified Classification System, and based on visual observation, are considered to possess relatively low levels of expansion. Metavolcanic Rock: Fractured metavolcanic rock was found to underlie fill\topsoil profiles in our test pits. Rock profiles consist of tan, slightly fractured very hard rock. These materials are considered suitable for the support of structures and structural improvements, provided the recommendations of this report are followed. Rock profiles will likely be marginally rippable to shallow depths (2-3 ft. into unit) with heavy duty grading equipment. For excavations greater than 2-3 ft. into the unit, blasting may be required. Based on our understanding of the proposed site improvement, deep cuts into the metavolcanic rock profiles are not proposed. SandstOne materials classify as SW according to the Unified Classification System, and based on visual observation and our experience, possess expansion potentials in the low range. For detailed logs of soil types encountered within the trench excavations, as well as a I depiction of the trench locations, please see Figure No. 3, "Site Plan/Location of Exploratory Trenches," and Figures No. 4-5, "Trench Logs." I Page No. 4 I . Job No. 991928-1,2 VSandyfiIeUOBS1 JOBS99991928-2 BLOCK RESIDENCE. GEO INVESTIGATION -UNICORNIS ST - CARLSBAD.wpd I LIQUEFACTION 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 California 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 underlain by a near-surface ground water table are most susceptible to liquefaction, while the stability of most silty clays and clays is not adversely affected by vibratory motion. Because of the dense nature of the shallow rock profiles underlying the site and the absence of a near surface groundwater table, 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. Page No. 5 Job No. 991928-1,2 %SandyfiIeUOBS1 JOBS99991928.2 BLOCK RESIDENCE. GEO INVESTIGATION .UNICORNIS ST. CARLSBAD.wpd CONCLUSIONS AND RECOMMENDATIONS GENERAL In general, it is our opinion, that site improvements as described herein are feasible from a geotechnical standpoint, provided the recommendations of this report and generally accepted construction practices are followed. The following recommendations should be considered as minimum design parameters, and shall be incorporated within the project plans and utilized during construction, as applicable. i I EARTHWORK Any grading should be performed in accordance with the following recommendations, I pertinent county/city standards, and grading specifications provided in Appendix B of this report. Site Preoaration: Prior to grading, areas of proposed improvement should be cleared of surface I and subsurface debris. Removed vegetation and debris shall be properly disposed of prior to the commencement of any fill operations. Holes resulting from the removal of debris, existing structures, or other improvements, which I extend below the undercut depths noted, are to be filled and compacted using onsite material or a non-expansive import material. Removals: Topsoil/fill material found to mantle the site within our exploratory trench I excavations are not suitable for the structural support of settlement sensitive improvements in their present state., To mitigate the condition of these materials, we recommend a 1 ft removal across the surface of the lot and I subsequent deep ripping, moisture conditioning and compaction of remaining subgrade to a depth of 24 inches. During the deep ripping process, the grading contractor shall perform 3 exploratory excavations in the ripped I subgrade material to confirm the ripping has extended into the upper weathered profiles of the underlying rock. Subsequent to the completion of the ripping and compaction process, removed surface materials (upper 1 ft.) I . should be replaced, moisture conditioned and compacted. Removals should be conducted to a minimum horizontal distance of 5 feet outside the perimeter footprint of the building and improvements. I Page No.6 I Job No. 991928-1,2 C:FILEUOBS%1.JOBS99991928-2 BLOCK RESIDENCE- GEO INVESTIGATION -UNICORNIS ST - CARLSBAD.wpd 3. Fills: Areas to receive fill and/or structural improvements should be compacted to at least 90 percent relative compaction (based on ASTM D1557-91). 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 percent relative compaction (based on ASTM D1557-91). All fill slopes should be compacted to 90 percent relative compaction to slope face and planted in order to avoid erosion and sloughage. Fills should generally be placed in lifts not exceeding 8 inches in thickness. If the import of soil is planned, the soils should be non-expansive 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. FOUNDATIONS In deriving foundation recommendations for this site, the subsoil conditions encountered during our limited subsurface evaluation were analyzed. Based on conversations with the project architect, we anticipate that the proposed building foundation system will utilize concrete slab on grade floor systems. The following foundation recommendations assume a non-expansive subsoil condition (i.e., Expansive Index less than 50). If foundation systems necessitate deepening to ensure foundations are bearing on formational materials, the structural engineer should review footing detail and make modifications as deemed necessary. Minimum design parameters for foundations are as follows: Footings bearing in competent formational materials may be designed utilizing maximum allowable soils pressure of 1,000 psf (Code minimum). Bearing values may be increased by 33% when considering wind, seismic or other short duration loadings. All loose soil found at the base of footings, when the excavation is opened, shall be removed and extended to firm undisturbed soils. The owner and/or contractor should carefully locate the foundation so that no isolated pads or corners of footings are located over loose subgrade material. I 4. The following parameters should be used as a minimum for designing footing width and depth below lowest adjacent grade: I Depth Below Lowest Adjacent I Floors Supported Width 1 15 inches Grade 18 inches 2 15 inches 18 inches 3 18 inches 24 inches I Page No.7 Job No. 991928-1,2 I C:FlLEUOBS1 JOBS99991928-2 BLOCK RESIDENCE GEO INVESTIGATION .UNICORNIS ST - CARLSBAD.wpd For footings adjacent to slopes, a minimum 10 feet horizontal setback, as measured horizontally from the bottom of the footing to slope daylight in I formational materials or properly compacted fills, should be maintained. All footings should be reinforced with a minimum of two #4 bars at the top and two 1 #4 bars at the bottom (3 inches above the ground). All isolated spread footings should be designed utilizing the above given bearing I values and footing depths, and be reinforced with #4 bars at 12 inches o.c. in each direction (3 inches above the ground). Isolated spread footings should have a minimum width of 24 inches. 1 8. Grading should be performed in general accordance with the contents of this report, applicable city and/or county standards, and Appendix B of this report. 1 . Concrete forthe building foundation should have a minimum compressive strength in 28 days of 2,500 psi. A large rock pump mix (i.e., 3/4 inch aggregate) should I be utilized with a fiber mix additive in an amount specified by the supplier. 10. All foundation subgrade soils shall be pre-moistened a minimum of 18 inches in depth prior to the pouring of concrete. CONCRETE SLABS ON GRADE Concrete slabs on grade are anticipated for the proposed construction. Minimum design parameters for concrete slabs on grade are as follows: 1. Concrete slabs on grade should have a minimum thickness of 4 inches (5 inches for driveway and garage slabs), and should be reinforced with #3 bars at 18 inches o.c. placed at the midpoint of the slab. All concrete shall be poured per the following: Slump: Between 3 and 4 inches maximum Aggregate Size: 3/4 - 1 inch Air Content: 5 to 8 percent Moisture retarding additive in concrete at moisture sensitive areas. (Example: SIKA Red Label). Water to Cement Ratio: .5 maximum All required fills used to support slabs, should be placed in accordance with the grading section of this report and the attached Appendix B, and compacted to 90 percent Modified Proctor Density, ASTM D-1557. A uniform layer of 4 inches of clean sand 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. In addition, a visqueen layer (10 mil.) should be placed mid-height in the sand bed to act as a vapor retarder. Page No.8 Job No. 991928-1,2 C:FILEUOBS1 JOBS99991928-2 BLOCK RESIDENCE- GEO INVESTIGATION -UNICORNIS ST - CARLSBAD.wpd 4. Adequate control joints should be installed to control the unavoidable cracking of I 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. 1 5. All subgrade soils to receive concrete flatwork are to be pre-soaked to 4 percent over optimum moisture content to a depth of 24 inches. Brittle floor finishes placed directly on slab on grade floors may crack if concrete is not adequately cured prior to installing the finish or if there is minor slab movement. To minimize potential damage to movement sensitive flooring, we recommend the use of slip sheeting techniques (linoleum type) which allows for foundation and slab movement without transmitting this movement to the floor finishes. 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. In order to minimize expected concrete cracking, the following recommendations may be implemented: Concrete slump should not exceed 4 inches. Concrete should be poured during "cool" (40 -. 65 degrees) weather if possible. If concrete ispoured in hotter weather, a set retarding additive should be included in the mix, and the slump kept to a minimum. I . Concrete subgrade should be presoaked prior to the pouring of concrete. The level of presoaking should be a minimum of 2 percent over optimum moisture to a depth of 24 inches. Concrete may be poured with a 10 inch deep thickened edge. Concrete should be constructed with tooled joints or sawcuts (1 inch deep) creating concrete sections no larger than 225 square feet. For sidewalks, 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 .6 (i.e., 5 feet long by 3 feet wide). Joints should be cut at expected points of concrete shrinkage (such as male corners), with diagonal reinforcement placed in accordance with industry standards. Drainage adjacent to concrete flatwork should direct water away from the improvement. Concrete subgrade should be sloping and direct to the collective drainage system, such that water is not trapped below the flatwork. The recommendations set forth herein are intended to reduce cosmetic Page No.9 Job No. 991928-1,2 C:WILEUOBS1 JOBS99991928.2 BLOCK RESIDENCE. GEO INVESTIGATION .UNICORNIS ST. CARLSBAD.wpd I nuisance cracking. The project concrete contractor is ultimately responsible I for concrete quality and performance, and should pursue a cost-benefit analysis of these recommendations, and other options available in the industry, prior to the pouring of concrete. I RETAINING WALLS I Retaining walls up to 8 feet may be designed and constructed in accordance with the following recommendations and minimum design parameters: Retaining wall footings should be designed in accordance with the allowable bearing criteria given in the "Foundations" section of this report. Unrestrained cantilever retaining walls should be designed using an active equivalent fluid pressure of 35 pcf. This assumes that granular, free draining material will be used for backfill, and that the backfill surface will be level. For I sloping backfill, the following parameters may be utilized: Condition 2:1 Slope 1.5:1 Slope Active 50 65 Any other surcharge loadings shall be analyzed in addition to the above values. If the tops of retaining walls are restrained from movement, they should be designed for an additional uniform soil pressure of 7XH psf, where H is the height of the wall in feet. Passive soil resistance may be calculated using an equivalent fluid pressure of 350 pcf. This value assumes that the soil being utilized 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 times the height of the soil, the passive pressure value must be reduced by the percent reduction in available horizontal length. A coefficient of friction of .35 between the soil and concrete footings may be utilized to resist lateral loads in addition to the passive earth pressures above. 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. All walls shall be provided with adequate back drainage to relieve hydrostatic pressure, and be designed in accordance with the minimum standards contained in the "Retaining Wall Drainage Detail," Appendix B. Page No. 10 Job No. 991928-1,2 C:FILEUOBS1 JOBS991991928-2 BLOCK RESIDENCE- GEO INVESTIGATION -UNICORNIS ST - CARLSBAD.wpd I Retaining wall backfill should be placed and compacted in accordance with the I . "Earthwork" section of this report. Backfill shall consist of a non-expansive, granular, free draining material. SURFACE DRAINAGE Adequate drainage precautions at 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 to footings, foundation walls, or tops of slopes. The ground surface surrounding proposed improvements should be relatively impervious in nature, and slope to drain away from the structure in all directions, with a minimum slope of 3 percent 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. Roof gutters and downspouts shall be installed on the new structure 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. During periods of heavy rain, the 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, the irrigation of planter areas, lawns, or other vegetation, located adjacent to the foundation or exterior flat work improvements, should be strictly controlled or avoided. CONSTRUCTION OBSERVATION AND TESTING The recommendations provided in this report are based on subsurface conditions disclosed by our investigation of the project area. Interpolated subsurface conditions should be verified in the field during construction. The following items shall be conducted prior/during construction by a representative of Engineering Design Group in order to verify compliance with the geotechnical and civil engineering recommendations provided herein, as applicable. The project structural and geotechnical engineers may upgrade any condition as deemed necessary during the development of the proposed improvement(s). 1. Review of final approved project grading and structural plans prior to start of work. Observation of removal/scarification bottom. Observation and testing of any fill placed, including retaining wall backfill and utility trenches backfill. Foundation excavation observation prior to placement of reinforcement. Observation during placement of surface and subsurface drainage systems, including retaining wall back drains. Field observation of any "field change" condition involving soils. Walk through prior to final approval of proposed improvement(s). Page No. 11 Job No. 991928-1,2 C:FILEUOBS1 JOBS99991928.2 BLOCK RESIDENCE- GEO INVESTIGATION .UNICORNIS ST - CARLSBAD.wpd The project soils engineer may at their discretion deepen footings or locally recommend additional steel reinforcement to upgrade any condition as deemed necessary during site observations. I Engineering Design Group shall, prior to the issuance of the certificate of occupancy, issue in writing that the above inspections have been conducted by a representative of their firm, and the design considerations of the project soils report has been met. The field inspection I 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 liability for structures constructed utilizing this report not meeting this protocol. MISCELLANEOUS It must be noted that no structure or slab should be expected to remain totally free of cracks and minor signs of cosmetic 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 that frequently results in cosmetic 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 trenches. The recommendations 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 to those observed. Therefore, no warranty 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 described site and on the specific anticipated construction as stated 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 legislation, are rapidly occurring. As a result, the findings of this report may become invalid due to 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 that the information in this report is incorporated into the plans and/or specifications and construction of the Page No. 12 Job No. 991928-1,2 C:WILEUOBS1 JOBS99991928-2 BLOCK RESIDENCE- GEO INVESTIGATION -UNICORNIS ST - CARLSBAD.wpd project. It is advisable that a contractor familiar with 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 service, please do not hesitate to contact us. We hope the report provides you with necessary information to continue with the development of the project. Sincerely, ENGINEERI DEI P Steve orris California RCE #47672 ( CD (( OPP A10? Page No. 13 Job No. 991928-1,2 C:WILEUOBS1 JOBS99991928-2 BLOCK RESIDENCE- GEO INVESTIGATION .UNICORNIS ST - CARLSBAD.wpd NOT TO SCALE ENGINEERING DESIGN GROUP SITE VICINITY MAP JOB NO. 991982-2 1 BY: ER I FIGURE NO.1 41\ / I lsr • f - It'.c0 r c• cir - ---- I I I I ! Ii I I #1 APPROXIMATE LOCATION OF TRENCHES - 991928-2 ENGINEERING DETAIL/FIGURE BLOCK RESIDENCE NUMBER I 2451 UNICORNIO STREET. CARLSBAD. CA 810 WEST LOS VALLECITOS BLVD. 3 DESIGN GROUP SUITE "A" DRAWN BY: ER SAN MARCOS, CA 92069 ___ SCALE: NO SCALE (760) 752-7010 FAX (760) 752-7092 DATE 8-4-99 PROJECT NAME: BLOCK RESIDENCE - RIMELIIIIIIIIIIIN-NEIIIIIIIIIIIIIII LOGGED BY: ER TEST PIT NO: 1 PROJECT NO: 991928-1,2 DATUM: EXISTING GRADE = 0.0 FIGURE 4 ENGINEERING PROPERTIES EQUIPMENT: BACKHOE - - ELEVATION: DATE LOGGED: 7-19-99 DESCRIPTION UCSC SAMPLES OTHER SOIL TYPE CEO. ATT. TOPSOIL/FILL 1 0-24" Grey, slightly moist, silty sand with rootlets. The lower 14 inches of SM-SW this profile is a weathered zone. METAVOLCANIC ROCK 2 24"-34" Brown/tan, moist, fractured rock. SW GRAPHIC REPRESENTATION: SURFACE SLOPE: TREND: N/A 0 _____________________________________________________________ SILT SAND CLAY CONTACT FRACTURE SEEPAGE ROOTLET BULK SAMPLE CEMENTED ZONE ROOTLET POCKETS OF GRAVEL El (13): BEDDING (C) CONTACT (F)c FRACTURE EXPANSION INDEX 4- 5- 6- 7- - TOTAL DEPTH =32" 8- NO GROUNDWATER G:Forms1 FRM%991928-1,2 BLOCK RESIDENCE - TP#1.wpd - - - - - - - - M - - - - M = M - - PROJECT NAME: BLOCK RESIDENCE LOGGED BY: ER TEST PIT NO: 2 PROJECT NO: 991928-1,2 DATUM: EXISTING GRADE = 0.0. ENGINEERING PROPERTIES EQUIPMENT: BACKHOE ELEVATION: E• FIGUR .5 DATE LOGGED: 7-19-99 DESCRIPTION UCSC SAMPLES OTHER SOIL TYPE GEO. ATT. TOPSOIL/FILL 1 0-20" Grey, slightly moist, silty sand with rootlets. The lower 14 inches of SW-SM this profile is a weathered zone. METAVOLCANIC ROCK 2 20"-3 --1 Brown/tan, moist, fractured rock. SW GRAPHIC REPRESENTATION: SURFACE SLOPE: TREND: N/A 0 ________ SILT SAND CLAY CONTACT FRACTURE SEEPAGE I POCKETS OF GRAVEL ROOTLET BULK SAMPLE CEMENTED ZONE ROOTLET - L 2 - BEDDING -- (B) (C) CONTACT JOINT UCUNcOBEINED COMPRESSION (TSP) XPANSION INDEX - 4- 5- 6- 7- - TOTAL DEPTH 30" 8- NO GROUNDWATER APPENDIX A REFERENCES California Department of Conservation, Division of Mines and Geology, Fault- Rupture Zones in California, Special Publication 42, Revised 1990. Greensfelder, R.W., 1974, Maximum Credible Rock Acceleration from Earthquakes in California: California Division of Mines and Geology, Map Sheet 23. Tan, S.S., 1995, Landslide Hazards in the Northern San Diego Metropolitan Area, California: California Division of Mines and Geology, Open File Report. Engineering Design Group, Unpublished In-House Data. Ploessel, M.R., and Slosson, J.E., 1974, Repeatable High Ground Acceleration from Earthquakes: California Geology, Vol. 27, No. 9, P. 195-199. State of California, 1994, Fault Activity Map of California: California Division Mines and Geology, Geologic Data, Map No. 6. State of California, Geologic Map of California, Map No. 2, Dated 1977. APPENDIX -B- 1.0 These specifications are presented as general procedures and recommendations for grading and earthwork to be utilized in conjunction with the approved grading plans. These general earthwork and grading specifications are a part of the recommendations contained in the geotechnical report and shall be superseded by the recommendations in the geotechnical report in the case of conflict. Evaluations performed by the consultant during the course of grading may result in new recommendations which could supersede these specifications or the recommendations of the geotechnical report. It shall be the responsibility of the contractor to read and understand these specifications, as well as the geotechnical report and approved grading plans. 2.0 Earthwork Observation and Testing Prior to 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 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 should be performed in general accordance with the latest version of the American Society for Testing and Materials test method ASTM 01557. -1- I 1 Li 3.1 Clearing and Grubbing: Sufficient brush, vegetation, roots and all other deleterious material should be removed or properly disposed of in a method acceptable to the owner, design engineer, governing agencies and the geotechnical consultant. 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 Processing: The existing ground which has been evaluated by the geotechnical consultant to be satisfactory for support of fill, should be scarified to a minimum depth of 6 inches. Existing ground which is not satisfactory should be overexcavated as specified in the following section. Scarification should continue until the soils are broken down and free of large clay lumps or clods and until the working surface is reasonably uniform, flat, and free of 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- 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 otherwise 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 too 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- I 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. ! 1lI Ut'ii itIaIL.1.t' I 'Jail' t.iE') i_ I 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 I 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 Testing: Field tests of the moisture content and degree of compaction of the fill soils should be performed at the consultant's discretion based on field conditions 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. 7.0 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 conditions encountered. All subdrains should be surveyed by a licensed land surveyor/civil engineer for line and grade after installation. Sufficient time shall be allowed for the survey, prior to commencement of filling over the subdrains. 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, overexcavation, and refilling of cut areas and/or remedial grading of cut slopes (i.e., stability fills or slope buttresses) may be recommended. 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 utilized. -5- MCI TOP OF RETAINING 1' END MIRADRAIN (top) RETAINING WALL MIRADRAIN MEMBRANE U INSTALLED PER MANUFACTURES SPECIFICATIONS OVER MASTIC WATERPROOFING - HLM 5000 OR EQUIVALENT I N11 I I COMPACTED FILLS - ly OR BEDROCK WALL FOOTING 4 (MIN.) DIAMETER PERFORATED PVC PIPE (SCHEDULE 40 OR EQ.) WITH PERFORATIONS ORIENTED DOWN AS DEPICTED HIM. 27. GRADIENT TO SUITABLE OUTLET. END MIRADRAIN (bottom) MINIMUM RETAINING WALL WATERPROOFING & DRAINAGE DETAIL FINAL WATERPROOFING SPECIFICATIONS & DETAILS TO BE PROVIDED BY PROJECT ARCHITECT MASTIC TO BE APPLIED TO TOP OF WALL MASTIC TYPE WATER PROOFING (HLM 5000 OR EOuIv) INSTALLED PER MANUFACTURES SPECIFICATIONS & PROTECTED WITH BACKER BOARD (ABOVE MIRADRAIN) MASTIC NOT TO BE EXPOSED TO SUNLIGHT SOIL BACKFiLL COMPACTED TO 90% / I RELATIVE COMPACTION ,# • - 27. I - I PER REFERENCE 11 f' -rr— -:• - ................7fl -:• . PROPOSED SLOPE OACKCUT • .... . - - \......PER OSHA STANDARDS OR PER ALTERNATIVE SLOPINC. AREA DRAIN __-X PLAN. OR PER APPROVED - SYSTEM SHORING PLAN FILTER FABRIC ENVELOPE (MIRAFI 140N OR AdIlk A APPROVED EQUIVALENT) 12 MIN. LAP 3/4- 1 1/2 CLEAN GRAVEL 4X4 (45d) CONCRETE CANT 401 0 FOOTINGALL CONNECTION (UNDER WATER PROOFING) I I PROJECT NUMBER PROJECT NAME PROJECT ADDRESS DRAWN BY: SCALE: COMPETENT BEDROCK OR FILL MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT ENGINEERING DESIGN GROUP 810 WEST WS VALLECITOS BLVD. 19, SUITE A" SAN MARCOS, CA 92069 (760) 752-7010 FAX (760) 752-7092 DETAIL/FIGURE NUMBER DATE DESIGN CONDITIONS: INSPECTIONS: Wells are to be used for the loading conditions shown for Ciii for inspections as follows: each type well. Design H shalt not be exceeded. key is required except as shown otherwise or when A. When the footing has been formed, with the steel tied found unnecessary by the Engineer. footing Special design is required where foundation material securely in final position, and is ready for the concrete to be placed. is uncapable of supporting toe pressure listed in table. DESIGNDATA: B. Where cleanout holes are not provided: Reinforced Concrete: After the blocks have been laid up to a height of 4', or full height for walls up to 5', with steel in place but before the grout is poured, and ..... Fc - 1200 psi F'c 3000 psi Fs 20.000 psi n a 10 After the first lift is properly grouted, the blocks Reinforced Masonry: have been laid up to the top of the wall with the steel tied securely in place but before the upper F'm 600 psi Fm 200 psi lift is grouted. Fs 20.000 psi n - 50 Where cleanout holes are provided: Earth 120 pcf and Equivalent Fluid Pressure • 36 psf per foot of height. Walls shown for 1%:1 unlimited After the blocks have been laid up to the top of sloping surcharge are designed in accordance with Rankline's formula for unlimited sloping surcharge with the wall, with the steel tied securely in place, but before grouting. a-33e 42: REINFORCEMENT: C. After grouting is complete and after rock or rubble well . drains are in place but before earth backfill is placed. Intermediate grade, hard grade, or rail steel deformation shall 0. Final inspection when all work has been completed. conform to ASTM A615, A616, A617. Bars shall lap 40 diameters, where spliced, unless otherwise shown on the plans. CONCRETE GROUT AND MORTAR MIXES: Bends shall conform to the Manual, of Standard Practice, A.C.I. Backing for hooks is four diameters. All bar embedments are Concrete grout shall attain a minimum compressive strength of clear distances to outside of bar. Spacing for parallel bars is 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. center to center of bars. All cells shall be filled with grout. Rod or vibrate grout MASONRY: within 10 minutes of pouring to insure consolidation. Bring grout to a point 2" from the top of masonry units when All reinforced masonry retaining walls shall be constructed of grousing of second lift is to be continued at another time. regular or light weight standard units conforming to the "Standard Specifications for Public Works Construction." MORTAR KEY: JOINTS: Vertical control joints Shall be placed at 32 foot intervals maximum. Joints shell be designed to resist Shear and other lateral forces while permitting longitudal movement Vertical expansion joints Shall be placed as 96 foot inter- vals maximum. CONCRETE: Footing concrete shall be 560—C-3250, using B aggregate when placing conditions permit. BACKFI LL: No backfill material shall be placed against masonry retaining walls until grout has reached design strength or until grout has Cured for a minimum of 28 days. Compaction of backfill material by jetting or ponding with water will not be permitted. Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted until the relative compaction is not less than 90%. FENCING: Safety fencing shall be installed at the top of the wall as required by the agency. To insure proper bonding between the footing and the first course of block, a mortar key shall be formed by embedding a flat 2 X 4 flush with and at the top of the freshly poured footing. The 2 X 4 should be removed after the concrete has started to harden (approximately 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured, and a good bond is obtained. WALL DRAINS: Wall drains shall be provided in accordance with Standard Drawing Ci. SOIL: All footings shall extend at least 12 inches into undisturbed natural soil or approved compacted fill. Soil should be dampened prior to placing concrete in footings. THE ENGINEERING DE8IGN RETAINING WALL DETAIL _.- 1 1/2 : 1 sloping backfill or 250 pd. live load surcharge mortar cap 4 total 2 bars *rH 4 total 2 Is .alii .- 11111,1 a i wi I bars 4 total 5 I— Key - r_a —' r.:.. line PLAN 1 1/2 : I sfoing backfill or 250 pd. live load surcharge mortar cap 4 total 2 Is bars I11 _ 4 total 3 I— Key i'r .• i 2"x 12" I4EJ@ 12" r—i I 1iJ w 1 #4 @ 12" Horizontal reinf. not shown TYPICAL SECTION 3'- 8" max. TYPICAL SECTION ELEVATION over 3' 8" NOTES See Standard Drawings C.7 and Ci for additional notes and details. Fill all block cells with grout. DIMENSIONS AND REINFORCING STEEL H (max) 5'.4" 3'11" I (mm) 01.101. O' 10" W(min) 51 .0" 3'.9" OA bars #416" bars # 6 @ iF 1 4 @ 16" mix. toe pre. (pd)700 550 THE ENGINEERING DESIGN GROUP RETAINING WALL DETAIL L AN No surcharp load: within Jiis area for lovel backfill design. 3 Filter Material, 1" max. crushed aggregate. 4 Cu. ft. per 4" dim. . drain or I CU. ft. per ft. of open head joints. 1 - , 0 f 4" dia. drain with 1/4" galv. wire mesh screen 8'. " on centers, or one row horizontally of open head joints. Line of undisturbed natural soil TYPICAL SECTION Mortar or cut-in-place concrete 9" 12" block wall Finished ground line r block wall !t Top of footing Horizontal reinf. thrU bond boom block 2" x 4" (nominal) key CAP DETAIL KEY DETAIL NOTES: All masonry retaining walls shall be constructed with cap, key and drainage details as shown hereon. 4" diameter drain may be formed by placing a block on it's side. THE ENGINEERING DESIGN RETAINING WALL DET4 SIDE HILL STABILITY FILL DETAIL FINISHED SLOPE FACE PROJECT I TO 1 LINE FROM TOP OF SLOPE TO OUTSIDE EDGE OF KEY OVERBURDEN OR UNSUITABLE MATERIAL... M ' ' Is* MIN. LOWEST KEY BENCH DEPTH (KEY) EXISTING GROUND SURFACE- _.. \ 0-01 FINISHED CUT PAD ------------ PAD OVEREXCAVATION DEPTH flt'M AND RECOMPACTION MAY BE RECOMMENDED BY THE GEOTECHNICAL CONSULTANT L BENCH BASED ON ACTUAL. FIELD CONDITIONS ENCOUNTERED. ...—COMPETENT BEDROCK OR MATERIAL AS EVALUATED I ( BY THE GEOTECHNICAL CONSULTANT NOTE: Subdrain details and key width recommendations to be provided based on exposed subsurface conditions 3140-1•112' CLEAN GRAVEL (111101ft. MIN.) SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size % Passing 1" 100 3/410 90-100 3/8" 40-100 Nc. 4 25-40 No. 8 18-33 No. 30 5-15 No. 50 0-7 No. 200 0-3 Sand Equivalerit>75 CANYON SUBORAIN DETAILS - IXISTINS GROUND SURFACE MPACTEO FIL BENCHING REMOVE UNSUITABLE MATERIAL 8' MIN. OVERLAP SUBORAIN TRENCH SEE BELOW .SUBDRAIN TRENCH DETAILS FILTER FABRIC ENVELOPE ,.-6 MIN. OVERLAP (MIRAFI 140N OR APPROVED EQUIVALENT)* MiN. 8 MIN. CLEAN COVER GRAVEL BEDDING Caft.3nt. MIN.) *IF CALTRANS CLASS 2 PERMEABLE MATERIAL IS USED IN PLACE OF 3/4'-1-1/2' GRAVEL, FILTER FABRIC MAY BE DELETED - 8' . MIN. - PERFORATED PIPE DETAIL OF CANYON SUBDRAIN TERMINAL DESIGN FINISH GRADE SUBORAIN TRENCH .-SEE ABOVE . -. a • •t.' • . 3 . S • a . . a • • . 15' MIN. Irl5aMlN.uI PERFORATED } 8 MIN. PIPE NONPFRFORATFn Subdraln should be constructed only on competent material as evaluated by the geotechnical consultant. SUBORAIN INSTALLATION Subdraln pipe should be installed with perforations down as depicted. At locations recommended by the geotechnical consultant, nonperforatod pipe should be Installed. SUBORAIN TYPE-Subdraln type should be Acrylonitrile Butadiene Styrene (A.8.S.). Polyvinyl Chloride (PVC) or approved equivalent. Class 125,SOR 32.5 should be used for maximum fill depths of 33 feet. Class 200, SOR 21 should be used for maximum fill depths of 100 feet. KEY DEPTH I IN. 2 t M IN. r' I KEY WIDTH 1AS NOTED ON GRADING PLANS 15' MIN. SEE TCONNECTION DETAIL Is' MIN. COVER ___ PERFORATED PIPE 4 MIN. BEDDING SUBDRAIN TRENCH DETAIL 3/4'-1-1/2' CLEAN GRAVEL (3tf3/ft. MIN.). 4•0 NON-PERFORATED A PIPE - - - FILTER FABRIC - ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT)* 5% MIN. STABILITY FILL / BUTTRESS DETAIL OUTLET PIPES 4 0 NONPERFOAATIO PIPE. 100' MAX. O.C. HORIZONTALLY. 30' MAX. O.C. VERTICALLY-. BACK CUT 1:1 OR PLATTE BENCH SEE SUBORAIN TRE? DETAIL LOWEST SUBORAIN SHQU BE SITUATED AS LOW A: POSSIBLE TO ALLOW SUITABLE OUTLET RFORATED -. (---,,-,,EACH MIN. EACH SIDE PIPE N CAP ON-PERFORA " OUTLET PIPE T—CO.NNECTION 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 MATERIAL U.S. Standard Sieve Size Passing 1" 100 3/4" 90-100 3/8" 40-100 Nc. 4 25-40 No. 8 18-33 No. 30 5-15 No. 50 0-7 No. 200 0-3 Sand Equivalent >75 NOTES: For buttress dimensions, see 9.t.chfliCai report / p l a n s . A c t u a l d i m e f l s i O f l 3 O f b u t t r e s s a n d • u b d r a r may be changed by the geotechnical consultant b a s e d a n f i e l d c o n d i t i o n s . SUBORAIN INSTALLATION$ubdralfl pipe sho u l d b e . ( n s t * l l e d w i t h p e r f o r a t i o n S d o w n a s d e p i c t e d . At locations recommended by the g.oteChfliCai c o n s u l t a n t . n o n p e r f o r a t e d pipe should be installed SUBORAIN TYPE-Subdraln type should be A c r y l o n t r i l e 0 u t 5 d 1 1 f l e S t y r e n e ( A . B . S . ) , P o l y v i n y l G h I ° rlde (PVC) or approved equivalent. Class 125,90R 3 2 . 5 s h o u l d be used for maximum till depths of 35 Class 200,30A 21 should be used for maximum fill depths of 100 feet. I I I I I I I 11 KEY AND BENCHING DETAILS FILL SLOPE PROJECT 1 TO 1 LINE FROM TOE OF $I.OFI TO COMPETENT MATERIAL EXISTING GROUND SURFACE 11 REMOVE UNSUITABLE MATERIAL BENCH r I - 2' MIN.f —t5' NIH. KEY LOWEST DEPTH BENCH (KEY) FILL—OVER—CUT SLOPE EXISTING - GROUND SURFACE'\ - - - - - BENCH - -7 FILOWE:+R UNSUITABLE DE MIN H BENCH MATERIAL PTKEY (KEY) CUT SLOPE (TO BE EXCAVATED PRIOR TO FILL PLACEMENT) - EXISTING /7 GROUND , / I'- ' /N CUT SLOPE CUT—OVER—FILL SLOPE / / (TO BE EXCAVATED / PRIOR TO FILL PLACEMENT) - REMOVE UNSUITABLE PROJECT I TO I MATERIAL LINE FROM TOE - : OF SLOPE TO -' - COMPETENT OMPAC1( MATERIAL f k—So MIN. 2' NIH.1 LOWEST I KEY. DEPTH BENCH NOTE: Sick drain may be recommended by the geotechnical consultant based on actual field conditions encountered. Bench dimension recommendations may also be altered based on field conditions encountered. ROCK DISPOSAL DETAIL rnslaH GRAOI SLOPE FACE OVERSIZE WINDROW GRANULAR SOIL (5 E. 30) TO BE ____ CENSIFIED IN PLACE BY FLOODING DETAIL TYPICAL PROFILE ALONG WINDROW 1) Rock with maximum dimensions g r e a t e r t h a n 8 i n c h e s s h o u l d n o t b e u s e d w i t h i n i o f e e t vertically of finish grade (or 2 feet below depth of lowest utility whichever 15 greater). and 15 feet horizontally of slope fa c e s . II 2) Rocks with maximum dimensions g r e a t e r t h a n 4 f e e t s h o u l d n o t b e u t i l i z e d i n f i l l s . Rock placement. flooding of granular s o i l 1 a n d f i l l p l a c e m e n t s h o u l d b e o b s e r v e d b y t h e geotechnical consultant. MaximUm size and spacing of windrow s s h o u l d b e i n a c c o r d a n c e w i t h t h e a b o v e d e t a i l s ; staggered Width of windrow should not excee d 4 f e e t . W i n d r o w s s h o u l d b e vertically (as depicted). Rock should be placed in excavated t r e n c h e s . G r a n u l a r s o i l ( S . E . g r e a t e r t h a n o r e q u a l to 30) should be flooded in the windrow t o c o m p l e t e l y f i l l v o i d s a r o u n d a n d b e n e a t h rocks. I I I II 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 testing. After transferring the sample to the shearbox, and reloading, pore pressures are allowed to dissipated for a period of approximately 1 hour prior to application of shearing force. The samples are sheared in a motor- driven, strain controlled, direct-shear testing 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 anticipated that, in a majority of samples tested, the 15 minutes relaxing of the sample is sufficient to allow dissipation of pore pressures set up due to application of the shearing force. The relaxed values are therefore judged to be good estimations of effective strength parameters. Expansion Index Tests: The expansion potential 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 optimum 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 0422-65). Hydrometer analyses were performed where appreciable quantities of fines were encountered. The data was evaluated in determining the classification of the materials. The grain-size distribution curves are presented in the test data and the Unified Soil Classification is presented in both the test data and the boring logs. oiii 3:57PM; 7607527010 - Perfect Timing Auto Service; Page 2 8-11-1999 3 : 48PM FROM EDG 7607527010 R 2 City of Carlsbad • cERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner(s) Name(s)) Project Description: Building Type: Residential WE Number of New Dwelling Units Square Feet of Living Area in New Dwelling '3/ 3 fljl Second Dwelling Unit: Square Feet of Living Area in SDU Res. Additions: Net Square Feet New Area Comerc./ Ind.: $dUal? Feet Floor Area City Certification of ( Applicants information: ( Date: Carlsbad Unified School District ,-San MarcoAlkd School District 801 Pine Ave. Encinitas Union School District District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) - Encinitas, CA 92024 (753-6491) Certification of Applicant /Owners. The person executing this declaration (*Owner) certifies under penalty of perjury that (1) the information provided above Is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase In the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or tbLat the person executing this declaration is authorized to sign on behalf of the Owner. S'ws c,rt- t36 (7__ \7?/— Siqnature: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (760)438-1161 • FAX (760) 438-0894 7607527010 - 'erfect Timing Auto Service; Pag e 3 8-11-1999 349PM FROM EDG 7607527010 P. ,1 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT R E Q U I R E M E N T S F O R T H E P R O J E C T H A V E BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the a p p l i c a b l e S c h o o l D i s t r i c t , c e r t i f i e s t h a t t h e developer, builder, or owner has satisfied the obligation f o r s c h o o l f a c i l i t i e s . T h i s i s t o c e r t i f y t h a t the applicant listed on page 1 has paid all amount s o r c o m p l e t e d o t h e r a p p l i c a b l e s c h o o l mitigation determined by the School District. The Cit y m a y i s s u e b u i l d i n g p e r m i t s f o r t h i s p r o j e c t . SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE mifrodi NAME OF SCHOOL DISTRICT DATE PHONE NUMBER o%-ZoO Lic13 I 1316 SAN MARCOS UNIFIED SCHOOL DISTRICT - CERTIFICATE OF COMPLIANCE Project Description: (J.vk i1iiitu Doul U'Lq - 24 ioru FC ?zs Assessor's Parcel No: .215 2(j 2C?00 Received From: flet -Ins ic The Sum DL Number of Square Feet/Units: 1)%2Y 5-ç. Rate: t0 C)1ID.U,1 Check Number: 11 Amount: $ IDbOl.DO Gov.Code 53080/65995 (AB I8I) 0 CFDN0. 0 Gov.Code 65970 (SB 201) 0 Prior Existing Mitigation Agreement 0 Not subject to fee requirements Certification of Applicant/Owners: The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided is correct and true to the best of Owner's knowledge and that Owner will file an amended certifiction of payment and pay the additional fee if Owner requests an increase in the number of dwelling units/square footage after the building permit is issued, or if the initial determination of units/square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Dated: This is to certify that the applicant listed has paid all amounts determined by the information presented and due to the San Marcos Unified School District. The payment of these amounts is a prerequisite to the issuance of a building permit. / / ao_~dqnqaeer&9% School District Official: School NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The San Marcos Unified School District has elected to impose the fees and/or amounts herein upon a funding that those facilities described in the Residential Development Mitigation Payment Justification Study for San Marcos Unified School District, dated August 9, 1997 by David Taussig & Associates. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, 1996 effective January 1, 1997, requires that this school district provide a written notice to the project applicant at the time of payment of school fees, mitigation payments or other exactions. This notice is to advise you that the protest period in regard to such amounts or the validity thereof In accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. Dl5t,1but10n Facilities - White Cuatoiner - Canary Accounting- Pink Audit- Goldenrod LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewerservice charge for that fiscal year shall be collected on the tax roll inthesame man neras propertytaxes. The full sewerservice charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE AT THE TIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAYBE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'SNAME_Jerry Block/Jessica HeinzMAILlNGADDRESS 2451 IJni-nrnir SF PHONE NUMBER 760-724-2895 rr1sh, CA 97009 SERVICE ADDRESS _2451 TTnirrrnin street., Carlsbad, CA 0,7009 TRACTNAME/NO. ________ LOT# ________ CONNECTION FEE: $_3256.00 ASSESSOR'S PARCEL NO. 915-960-9900 PRORATED SEWER SERV. FEE:$ 38.00 TOTAL $ 3294.00 TYPE/BUILDING SFD #/UNITS_J PAIDBY: DCASH CHECK#152 The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. r7z-,O;~? 8/12 99 NJ 71658 7 Owner Signature Da e ec'd by Account No. Ref: 15BS.PERMIT1 çfr/9To ë'/tj JA)? Al ENGINEERING 1pfqq CkiI r'Io c/ L-( A2h)FIRE APPI'llr011" IIEAL1H DEPT DJ .4...J J_BLuc; GRADING L To FTOPA ETTER lllvf f J4PUCA1:I -- 11 SCHOOL FORM ,A S 1 PLAN CORR CORP -712/q'p SLOG FEES cv,.IPI.F" fteIq9 (s5u4 Job Address: Permit Type: Parcel No: Valuation: Reference #: 2451 UNICORNIO ST CBAD PCR 2152602900 . Lot #: 0 $0.00 Construction Type: NEW CBOO-761 Project Title: BLOCK I HEINZ RESIDENCE STRUCTURIAL CHNGE FOR STAIRS City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRO0II7 JMfr2IiI'] Building Inspection Request Line (760) 602-2725 Status: ISSUED Applied: 07/20/2000 Entered By: MDP Plan Approved: 08/31/2000 Issued: 09/01/2000 Inspect Area: Applicant: Owner: JORGENSEN KEVIN BLOCK JERRY&HEINZJESSICA F 605 MARAZON LN 7737 09/01/00 0001 01 02 7 viSTAcA923 \ C-PRMT 21800 760 839-7302 Total Fees: $218.00 \ Total PalmentsTo Date: •$o:oo '\ Blincé Due: \ $218.00 Plan Check Revision Fee / \ ~ u gc 'C INCORPORATED 1952 t'rs FINAL APPROVAL Inspector: Date: Clearance: - NOTICE: Please take NOTICE that approval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations hasp viously otherwise expired. PERMIT APPLIATION •. CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave.; Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NOEt.L t EST. VAL. Plan Ck. Deposit Validated By. MEC Business Name (at Legal Description Assessor's Parcel • Existing USe Proposed Use Sq/ 74S*t of Work . - SQ. FT. 'of Stories # of Bedrooms 01-0 • i'a,r Address - City State/Zip Telephone # Name )lc:,. Address City - State/Zip - Telephone # Name I - I - Address City state/Zip . Telephone # M. (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. Any violation of Section 7031.5 by any applicant for a-permit subjects the applicant to a civil penalty of not morethan five hundred dollars ($5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone State License # 6 AKE N' it * 'a. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: - 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. - 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: - Insurance Company . ' Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 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 coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100.000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE -' DATE iUDERDCLRATJAJ 117 I heieby affirm that I am exempt from the Contractor's License Law firthiiàllowing reason: - 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 notintended 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). 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 Licenie Law does not .apply to an owner of property who builds or improves thereon, and contracts far such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor md 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 / 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 I 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 20 ww= L 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 sir pollution control district or sir 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. FfWMfl 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 LENDERS ADDRESS_______________________________________________________ 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, JUDGM[NTS, COSTS AND EXPENSES WHICH CAAYJN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required f1 excavaons over 5'O deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued if the build 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 con/nenced_wittlin 180'days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned ri 180days(Section 106.4.4 Uniform Building Code). at any time after the work APPLICANT'S SIGNATUP ' 7IJ!HITE: ____ • DATE File YELLOW: Applicant PINK: Finance Es-Gil Corporation In Partnership with government for Building Safety DATE: August 30, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-761 PCR00117 PROJECT ADDRESS: 2451 Unicornio St. SET: II(REV) U APPL CANT JURIS. U PLAN REVIEWER U FILE I ,' PROJECT NAME: Winding stairway plan changes for the Block/Heinz SFD 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 below are resolved and checked by building department staff. 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: 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 REMARKS: AiJ>pr0V4ed Pane, ine-X"eA By: Sergio Azuela Enclosures: Esgil Corporation fl GA 0 MB 0 EJ 0 PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation 1n Partnership with government for fBui(1ing Safety DATE:. August 2, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-761 PCROO117 PROJECT ADDRESS: 2451 Unicornio St. SET: I(REV) U APPLICANT (Q) U PLAN REVIEWER U FILE PROJECT NAME: Winding Stairway plan changes for the Block/Heinz SFD 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 below are resolved and checked by building department staff. 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: Kevin Jorgensen 2121 Montiel Rd., San Marcos, CA 92069 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: Kevin Jorgensen 0ae* Telephone #: (760) 839-7302 Date contacted: - o (by:fr'—) Fax #: (760) 480-7477 Mail Telephone. Fax i.-' In Person L1 REMARKS: By: Sergio Azuela Enclosures: Esgil Corporation 0 GA MB J EJ I PC 7/24 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 00-76t PCR00117 August 2, 2000 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2451 Unicornio St. DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/24 REVIEWED BY: Sergio Azuela PLAN CHECK NO.: 00-761 PCROO117 DATE REVIEW COMPLETED: August 2, 2000 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. 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, (858) 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. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Carlsbad 00-761' PCR00117 August 2, 2000 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 on the plans. Have changes been made not resulting from this list? DYes 13 No Clearly show on plans and on the structural calculations the spacing, minimum penetration and pattern of the fasteners (# 8X7/8" screws). Also please clearly show calculations to justify the use of the composite member as one beam. Include the considerations for the plywood stresses, within the structural calculations. Provide structural calculations, including considerations for: torsion effects and for rotation at the simple supported connections for the stringers. All construction details provided on 81/2" X 11" shall be provided as part of the plans. Including the seal and signature of the architect of record. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, 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 00-761 PCROO 117 August 2, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-761 PCRO0117 PREPARED BY: Sergio Azuela . DATE: August 2, 2000 BUILDING ADDRESS: 2451 Unicornio St. SFD plan changes PCROO-1 17 BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (Sq. Ft.) VALUATION MULTIPLIER VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE D 199 UBC Building Permit Fee N Bldg. Permit Fee by ordinance: $ 335.20 D 199 UBC Plan Check Fee Z Plan Check Fee by ordinance: $ 217.88 Type of Review: Z Complete Review Ej Structural Only Hourly Repetitive Fee Applicable El Other: Esgil Plan Review Fee: $ 174.30 Comments: 2hrs @ $ 87.15/hr = $ 174.30 Sheet I of I macvalue.doc 5100