Loading...
HomeMy WebLinkAbout1560 SANDALWOOD LN; ; CB071526; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-02-2007 Residential Permit Permit No: CB071526 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Applicant: JACKAM RICHARD C 741 PLUMOSA AVE VISTA CA 92081 1560 SANDALWOOD LN CBAD RESDNTL Sub Type: 2DU 2051304300 Lot #: 0 $92,096.00 Construction Type: VN Reference #: 1 Structure Type: MF2-4 I Bathrooms: I JACKAM RES-636 SF 2ND DWELLING UNIT,EXPAND 205 SF BEDRM & 82 SF GARAGE Status: ISSUED Applied: 06/04/2007 Entered By: RMA Plan Approved: 07/02/2007 Issued: 07/02/2007 Inspect Area: Orig PC#: Plan Check#: Owner: JACKAM RICHARD C 741 PLUMOSA AVE VISTA CA 92081 Building Permit $519.61 Meter Size Add'I Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $337.75 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $9.21 PFF (3105540) $1,188.10 Park in Lieu Fee $0.00 PFF (4305540) $1,096.70 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $301.74 Other Bridge Fee $318.00 Traffic Impact Fee (4305541) $340.26 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $90.00 Renewal Fee $0.00 ELECTRICAL TOTAL $35.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $24.00 Other Building Fee $0.00 Housing Impact Fee $000 HMP Fee $0.00 Housing lnLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $4,260.37 Total Fees: . $4,260.37 Total Payments To Date: $4,260.37 Balance Due: $0.00 FINAL APPROVAL InsDect Date: g2:e ,4? Clearance: NOTICE: Please take NOTICE that approval of your project includes the'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions? You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any City of Cailsbad. 1635 Faraday Ave., qarisbaci, CA 92008 760-602-2717/2718/2719 - Fax: 760-602-8558 .. ' " Building Permit Application Plan Check No. L.f27/52, Est. Value p . Plan Ck. Deposit• Date f ID 7 'JOB ADDRESS' iço ALC.icQ L14Ai&J jSUITE#/SPACE#/UNIT#. A2 /O .... — T/PROJECT.t Ile Iz4i LOT# PHASE# - #OFUNITS - #BEDROOMS' #BATHROOMS TENANT BUSINESSNAME CONSTR.TYPE- OCC.GROUP DESCRIPTION OF WORK: (Please describe present use and proposed 3 S. kj WIT - f_.cc.e- •0 •- s.?. yeø,.t - .: '-. •• •• s r- 1A4 BUILDING AREA (SF) ADDI ION AREA (SF) 4 C GARAGE (SF) 8t. PATIOS (SF) 0 DECKS (SF) 00 FIREPLACE YES I] NO1q AIR CONDITIONING 0 YES. 0 NOIC YES FIRE SPRINKLERS 0 NC CONTACT NAME (If Different Fern Applicant) 0 APPLICANT NAME t2C,c$-qt7- ADDRESS 0 . . - 0 0 00 ,' 0 • . ADDRESS . .. '.. I .Z(2 J ..424AJ1C 4(. /(7• CITY 0 0 STATE : 0 ZIP CITY 0 ,AIM_•STATE ZIP PHONE FAX •••0' PbIONE EMAIL '• 0 0 - EMAIL % i . . • 0 0 PROPERTY OWNER NAME •. . CONTRACTOR BUS.-NAME ADDRESS 74-1 A-4sA_IvJ ADDRESS CITY . ' . ST ' ZIP • • . VisrA CITY-' • ... • • 'STATE 0 . ZIP • PHONE • . . 'o YJ ' • FAX,,. 0 0 0 • • • PHONE • • 0 •.: •., FAX • • • . . 0 • '0 EMAIL ' . ' .: . • • • • STATE S.C. • • : EMAIL ,. . • ' . .. 0 ' • 0 • ARCH/DESIGNER NAME & A 0 S . jms f/J3. . •: • STATE LIC.# • • . • 0 • CLASS • • CITY BUS. LIC.# . Lm run i. nunrnuaa aim rrqiçuulnoa noe: any ury or ..ouncy wnicn requires a permit n construcT. aiter improve fe.momisn or repair, any structure pmor to its issuance, also requires time applicant tar such penmt to tile a signed statement that he is hcen,sed;uinuant to the prqvisions of the Contractor's License l,.aw (Clmaptor 9, commending with Section Jolla of Division 3 of the Businexa and Prnfexsinna Code) or that he is exempt therehom, and the basis For the alleged exemphun Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than live hundred dollars ($500)). . • • • .: • • • 0' ,. .: .- ..S..'.., . . .•• MOO 0 Workers' Compensation Deálaratlon: I hereby aft1mm under penalty of perjury one of the following declarations: • . ' •, • 0• ... .. • : • • 0 I have and will maintain a certificate of consent to self Insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this perm it is issued 0 I have and will maintain workers' compensation, as required by Se lotion 3700 of the Iabor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carder and policy number are: Insurance Co. 0 0 . • Policy No. 0 ' Expiration Date . This section need not be completed if thepermit is for one hundred dollars ($100) or less. 0 ' • •0. • • 0 • • 0 CI Certificate of Exemption: I certify that in the performance 0 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 (&160,000),,In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. . : • 0 ' • AS CONTRACTOR SIGNATURE • - 0 • • 0 - • DATE • • 0 - • - '0 • QD()O(®1 ®W1Th®( I hereby affirm that lam exempt from Contractor's License Law for the following reason: 0 • •0 0 • I, as owner of the property of my employees with wages as their sole compensatithi, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code:The Contracto'r's License Law does not apply loan owner of properly who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purposeof sale). • V. 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 loan owner of properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). • . - 0 - 0 I am exempt under Section - Business and Professions Code for this reason: • . 0 • ,.. 0 • - 11.1p nally plan to provide the major labor and materials for construction of the proposed property improvement Yes 0 No . • .. 0 2.1 / have not) signed an application for a building Is for the proposed work. . - 0 0 - 0 • 0 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address I phone/contractors' license number): • 0 - 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supemvie and provide the major work (include name! address! phone !contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide thework indicated (include name/address! phone type of work): . .'PROPERTY OWNER SIGNATURE . - • 0 • • -. - DATE cXe 0 ®Th@71 V[)O3 U®() ® .()o DQ fJ 1L(1t CJ1 Is the applicant or future building occupant required to submit a business plan, acutely hazofdous 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 - - 0 0 0 • Is the applicant or-future building occupant required to obtain a permit from the air pollution control district or air quality management disthct? • 0 Yes . 0 No' • • . Is the-facility to be constructed withiS 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. • • 0 • • - • - - - 0 - • , - • : 6O'' - - ,-: '- - • •- : ' '- -.. --':..: - -. -; I hereby affirm that there is a construction lending agency for the performance of the work this permit-is issued (Sec. 3097 (I) Civil Code). . k- . - . • ' - - - - Lender's Name - . 0 • • - Lender's Address I cerfillythat I have mad the application and state thatthe abowe information Is conectand thatthe information on the plans Is accurate. I agnee'to comply,with all Cillydidinances and State laws milating to buildingoonstruction. 0 •, - - 0 o( Oà( I hereby authorize representative of the City of Carlsbad 110 enter upon the above mentioned properly for inspeclion 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. • - 0 OSHA:-An OSHA permit is required for excavations over 5'O' deep and demotition or constiuction of structures over stories in height • - 0 - .. 0 EXPIRATION: Every permit issued by the Building •I under the provisions of ft Code shall expire by findtatiort ~ndl becorninuill and void I the - ' l8o days fmm the date ofsuch if u I suchpiiirmft is ..'APPLICANT'S SIGNATI. 0 • -- - : - -. • -. DATE . - - • .4, - - •,. - City of Carlsbad Bldg Inspection. Request For: 08/28/2008 Permit# CB071526 Inspector Assignment: PD Title: JACKAM RES-636 SF 2ND DWELLING Description: UNIT,EXPAND 205 SF BEDRM & 82 SF GARAGE Type: RESDNTL Sub Type: 2DU Job Address: 1560 SANDALWOOD LN Suite: Lot: 0. Location: APPLICANT JACKAM RICHARD C Owner: JACKAM RICHARD C Remarks: Total Time: Phone: 760 42337 Inspect Requested By: RICHARD Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 finalElectrical 49 Final Mechanical Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 06/16/2008 89 Final Combo CA PD 12/17/2007 17 Interior Lath/Drywall AP PD SHOWERS 11/29/2007 82 Drywall/Ext Lath/Gas Test AP PD 11/19/2007 14 Frame/Steel/Bolting/Welding AP PD 11/19/2007 18 Exterior Lath/Drywall WC PD 11/19/2007 24 Rough/Topout AP PD 11/19/2007 34 Rough Electric AP PD 11/19/2007 44 Rough/Ducts/Dampers AP PD 10/15/2007 33 Service Change/Upgrade AP PD 10/11/2007 13 Shear Panels/HD's AP PD 10/11/2007 18 Exterior Lath/Drywall WC PD 10/05/2007 15 Roof/Reroof PA PC OK TO DRY IN. CHECK LAT. BRACE @FRAME 09/10/2007 16 Insulation CA MC PER CONTRACTOR PHONE CALL Inspection List Permit#: CB071526 Type: RESDNTL 2DU JACKAM RES-636 SF 2ND DWELLING UNlT,EXPAND 205 SF BEDRM & 82 SF GA Date Inspection Item Inspector Act Comments _ 08/28/2008 89 Final Combo - RI 08/27/2008 89 Final Combo PD AP 06/16/2008 89 Final Combo PD CA 12/17/2007 17 Interior Lath/Drywall PD AP SHOWERS 11/29/2007 82 Drywall/Ext Lath/Gas Test PD AP 11/19/2007 14 Frame/Steel/Bolting/Weldin PD AP 11/19/2007 18 Exterior Lath/Drywall PD WC 11/19/2007 24 Rough/Topout PD AP 11/19/2007 34 Rough Electric PD AP 11/19/2007 44 Rough/Ducts/Dampers PD AP 10/15/2007 33 Service Change/Upgrade PD AP 10/11/2007 13 Shear Panels/HD's PD AP 10/11/2007 18 Exterior Lath/Drywall PD WC 10/05/2007 15 Roof/Reroof PC PA OK TO DRY IN. CHECK LAT. BRACE @FRAME 09/10/2007 16 Insulation MC CA PER CONTRACTOR PHONE CALL 08/31/2007 14 Frame/Steel/Bolting/Weldin PD PA SUBFLOOR, SOUNDWALL 08/10/2007 11 Ftg/Foundation/Piers PY AP 08/06/2007 21 Underground/Under Floor PD AP Thursday, August 28, 2008 Page 1 of 1 - JimesLCtilnn1Ichltcct t2/J f!1. ....QO iTI .: - 20 Jimmy Durante Blvd., Suite 117 Del Mar, CA 92014 Phone (58) 755.5863 Fax (858) 755-8186 Email :jim@designbuildinc.com IWWOW. wa,. ' TO/ TO 39Vd èI3tLèiVd U11fl8 t491S30 981899L8S8 10:90 Lø&/gl/øt Nov 21 07 12:33p Jennifer Capitan 760 966-0386 L1I.IOf ;v o;jatuqjis - hmssletdnlLltellltect Del Mar, CA 92014 Phone (655) 755-5863 Fax (858) 755-8186 Email ;jim@designbulldlnc.com 11-20-07. Building Inspector City of Carlsbad RE: Jackam Addition 1560 Sandalwood Dear Sir, The double layer of drywall does not zed to extend above the ceiling line since the attic is not. habitable space. Thank you. James Chinn p.1 obz -___._p__--..---- .•T .. Qh .... . • • -I • P.O. Box 1195 [L TE$TBIt4jJ Lakeside, CA 92040 1619) 443.-OOW - --------- •-..---- :. •..m_/540 $N&WooLLj9/ Date r. 4hD L7M$ ,1;qE r'• Th 17? 4gfr'v'& 42If" No -r c , 1q .. J From L SOILTESTERS REPRESENTATIVE 4.. EsGil Corporation In (Partnership with government for eftiffing Safety DATE: June 27, 2007 0 AgELICANT JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 07-1526 SET: II PROJECT ADDRESS: 1560 Sandalwood Lane PROJECT NAME: Jackam Residence Addition and Remodel The plans transmitted herewith have been corrected where necessary and substan t i a l l y c o m p l y with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's bui l d i n g c o d e s when minor deficiencies identified below are resolved and checked by building dep a r t m e n t s t a f f . El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. F-1 The check list transmitted herewith is for your information. The plans are being h e l d a t E s g i l Corporation until corrected plans are submitted for recheck. LIII The applicant's copy of the check list is eri'closed for the jurisdiction to forward t o t h e a p p l i c a n t contact person. LIII 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. F-1 Esgil Corporation staff did advise the applicant that the plan check has been c o m p l e t e d . Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation El GA F-1 MB 0 E E3 PC 6/21/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In PartnerIiip wit/I government for Qiui(iing Safety DATE: June 14, 2007 JURISDICTION: Carlsbad PLAN CHECK NO.: 07-1526 SET: I PROJECT ADDRESS: 1560 Sandalwood Lane PROJECT NAME: Jackam Residence Addition and Remodel U APPLICANT U PLAN REVIEWER U FILE 0 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. 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. E The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. III The applicant's copy of the check list has been sent to: James Chinn 2120 Jimmy Durante Blvd. #117, Del Mar, CA. 92014 Eli 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: Ja es Chinn Date contacted :c,/4Z7 (bW(4) Mail /TeIephon...v'Fax,,/ In Person LI REMARKS: (t/k) By: Bill Elizarraras Esgil Corporation DGA [:1 MB DEJ [:1 PC Telephone #: 858-755-5863 Fax #: 858-755-8186 Enclosures: 6/7/07 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 07-1526 June 14, 2007 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 07-1526 JURISDICTION: Carlsbad PROJECT ADDRESS: 1560 Sandalwood Lane FLOOR AREA: 636 sq.ft. 2nd Dwelling STORIES: 2 205 sq.ft. Dwelling Add'n 82 sq.ft. Garage Add'n HEIGHT: 25' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: June 14, 2007 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/7/07 PLAN REVIEWER: Bill Elizarraras 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 the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC. 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, 1997 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. Carlsbad 07-1526 June 14, 2007 PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit 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. 2. Final Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED REMARKS EPDXY ANCHORS YES Reference detail 4. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 5. Provide stairway and landing details. Sections 1003.3.3. a) Show a maximum rise of 8" and minimum run of 9" 6. The foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance: See depth and underpinning designs. 7. Show size and embedment of hold down anchors on foundation plan. Section 106.3.3. It is not clear if the hold downs are into existing footings or new @ the Garage? If epoxy anchors please provide or reference details. Carlsbad 07-1526 June 14, 2007 Please provide evidence that the architect has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. Note that passageway to the mechanical equipment in the attic shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. UMC Section 908.0. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic space. UMC Sections 908.0 & 909.0. Show on the plan the amperage of the existing electrical service, the location of the service panel and the location of any sub-panels. (Verifing capacity of system) Show details of common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (lIC) rating on floor/ceiling of 50 decibels. Title 24. Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24. 14.*Walls separating dwelling units in the same building, shall be of not less than one-hour fire-resistive construction. Section 310.2.2. 15. Provide details of the one-hour fire-resistive construction. Include floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. 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 No U 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 Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad 07-:1526 June 14, 2007 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. EngineefslAldliteds Seal & Signature Here Signed 1. List of work requiring special inspection: El Soils Compliance Prior toFoundation Inspection El Field Welding El Structural Concrete Over 2500 PSI El High Strength Bolting El Prestressed Concrete El Epoxy Anchors El Structural Masonry [1 Sprayed-On Fireproofing El Designer Specified El Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: Special inspectors shall check in with the City and present their credentials for approval irior to beginning work on the job site. Carlsbad 07.1526 Juhe 14, 2007 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 07-1526 PREPARED BY: Bill Elizarraras DATE: June 14, 2007 BUILDING ADDRESS: 1560 Sandalwood Lane BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) 2nd Dwelling 636 ' 101.99 64,866 Garage Add'n 82 / 26.61 2,182 Dwelling Add'n 205 121.94 24,998 Air Conditioning Fire Sprinklers TOTAL VALUE I 92,045 Jurisdiction Code Icb IBY Ordinance I _ Bldg. Permit Fee by Ordinance [j I $510.61 I Plan Check Fee by Ordinance [j I $331.901 Type of Review: LJ Complete Review D Structural Only El Other D Repetitive Fee I Repeats D Hourly Hour * Esgil Plan Review Fee I $285.94! Comments: Sheet I of I macvalue.doc of Carlsbad B4J1LDINGPLANCHECWCHECKUST DATE: 4 17-(/C r 7 PJNHE4(4JO.: tB O7/24 8U1LDIN ADDESS: O NbA LWQ L PROJECT DESCRIPTION: SDJ ASSESSORS PARCEL NUMBER: 2i I O L/ EST. VALUE: €-NGNE ERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after ,this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of 'deficiencies marked with 0. -Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: ED A Righl-of.Way permit is required prior to construction of the following improvements: By: Date: -. By: Date: FOR OFFICIAL USE ONLY lwGAumoRlZATION TO ISSUE BUILDING PERpIIT Date: ATTACHMENTS U Dedication Application Dedication Checklist Li Improvement Application L. Improvement Checklist U Future Improvement Agreement U Grading Permit Application Li Grading Submittal Checklist Li 'Right-of-Way Permit Application U Right-of-Way '-Permit Submittal Checklist and information Sheet L Sewer Fee Information Sheet ENGiNER'ING DEPT. 'CONTACT PERSON Name: Linda Ontiveros City of Zattsbad Address: 1635 Faraday Avenue,Carlsbad, CA 920GB Phone: (70)602-2773 CFD INFORMATION Parcel Map No: Lo* 4, 'Recordation: Carlsbad Tract: L)Nr rJ 2- 1635 Faraday venue • Car-Isbad..CA 92008-7314 • (760) 602-2720 .AX (76O)SO2-852 13JiLDINGPLANCFtEC4( C H.ECKLST / SITEPLAN ST 2ND 3RD 0 0 1. y(.vide.1fuilY dimensioned siteciandraptosca1e. Show: , ght-of-Way Width & Adjacent Streets B/ting & Proposed Structures / :oiveway widths fisting Street Improvements I. €xistingorEpvoposed sewerfateral ropecty Lines I. Existing or proposed water -service E. Easements J. Existing orproposed irrigation 'seEvce 0 0 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintainarninirnum slope ofone percent towards an adjoining •street oran approved 'drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will providea ii,inimum positive drainage of 2% to swale 5' awaifrom building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existingor proposed sewer and water seMce(s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. Sewer and water laterals should not be located within proposed driveways,per standards. d 0 0 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 iootage br each -dilferent ,,use, existing sewer permits 'showing square bootage -of 'different uses 'manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER • DESCRIPTION I e3'JI3N PA'G!DCc..E FORWaot 12 7;W BiLDlftG PLANCHEL-K cHECKLIST W1 2ND 3' DISCRETIONARY APPROVAL COMPL1ANcE U 4a. Project does not comply with the foHowg Engineei-ingConditionsof approval4or ( . ,Project No.________________________________________________________ .0 0 0 4b. All conditions are in compliahce. Date: / DEDICATION REQUIREMENTS 0 '0 5. Dedication for all street 'Rights-of-Way adjacent 4o the building site and anystorm drain or utility easements on the building site is required -for all new buildings rand for remodels with a value at or exceeding $i5000 , pursuant 10 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 withran---8 W x 11"pIat map änd 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 (he completed application form with the required checklist items and -fees to "the Engineering Department in person. Applications will not be accept by mail tor 'fax. Dedication completed by: Oate: '. IMPROVEMENT REQUIREMENTS 0 6a. All needed public improvements upon and adjacent 'to the building site must be constructed at time of building construction whenever -the value of 4he construction exceeds $75.000 , pursuant -to Cailsbad 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 rand submit them -together with the -requirements on the attached checklist to 'the Engineering Department through a iseparate,plan check process. The 'completed application form and sthe iequir.ementsonthe 'CSe SUIJPJ.!44ED{ c.c:s fORw,aD: .3 7f1'2O 'BUt LDtNG PLANCHECK CHEC4(L4S1 1S1 2ND 3RD checklist must be -submitted Lin person. Applications by mail r0r4ax are onot 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 Construction of the public improvements may be deferred pursuant to Cats1Dad j Municipal Code Section 18.40. 'Please -submit a recent property title report or current grant deed on the property and processing 'fee 'of 3310 'so we may - prepare the necessary Neighborhood Improvement Agreement. This agreement j must be signed, notarized and approved by the City prior to issuance. of a Building permit. Future public improvements required as follows: 0 0 Enclosed please find your Neighborhood Improvement Agreement. 'Please cetum agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 0 0 No Public Improvements required. SPECIAL NOTE: Damaged or defactive improvements found adjacent to building site must -be repaired 'to 'the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke 4he need for a .grading permit are found in Section 11.06.030 of -the Municipal Code. d1 7a. Inadequate information available on Site Plan to make adetevminationn grading / requirements. Include accurate grading quantities Xput, fill import, export). 0 12 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 aoproval obtained prior 40 issuance of a Building Permit. Grading Inspector sign 'off by: Date: J.... 12 [2 7c. Graded Pad Certification required. (Note: Pad certWtcatioh maybe 'requiredeven if a grading :permit iscot required.) 4 C'9 Ufi VSUILId P&N!CK*CE fDRM.OJt 4 . . .;s 7:1 BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit requined. 7e. If grading is not required, write "NoGradingnpiotpian. MISCELLANEOUS PERMITS A RIGHT-OF-WAY PERMIT is required to do work in City Right-,of-Way andfor private work adjacent to 'the public Right-of-Way. Types of work incIue, ut are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the Cityof 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 4s on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (N'PDES) permit. The .applicant shall provide best management practices to reduce surface pollutants to an .acceptab'le level prior4o discharge to sensitive areas. Plans for such improvements 'shall be approved by the 'City Engineer prior to issuance of grading or buiiding permit, whichever occurs first. II 10 0 11. 13 Required"fees are attached 13 No fees required WATER METER REVIEW 0 0 12a. Domestic (potable) Use - Ensure that the meter proposed by 'the owner/developer is not oversied. Oversized meters are inaccurate during low-flow conditions. If it is oversized ,4or the life of the meter, 'the City will not accurately ,bill the iowner 'for the water used. All "singie 'family dwa'lling.units received "standard" I "service With"51.8" service. ClJf hee'.SUILDIN PNEc,, C(LEF3M.aD '5 BUILDING PLANCHECK C+IECKLIST ,ST 2ND 3RD If owner/developer proposes a size other than 4he "standard", "4ten owner/developer must provide potable water demand ca4cu1ations, which include total fixture counts -and maximum water 'demand in 'gallons per minute (gpm). A typical fixture count and water demand -worksheet s attached. Once the Lgprn is -provided, check against the meter sizing schedule" to verify the aticipated meter 'size for the -unit. Maximum service -and meter size is a 2" service with a .2" 'meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed 40 provide the anticipated demand. (manifolds are -considered on case by case basis 40 4imit multiple trenching into the 'street). 0 D 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations <in 'gprn)prior to approval. The developer must provide these calculations. Please 46ilow these guidelines: .1. If the project is a newer development (newer than 199-8), check -the recent improvement plans and observe if the new irrigation service is -reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled 1", and potable water is typically a circled NW". The irrigation service should look like: O STA 1+00 Install 2" -service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list The irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (wl a fight of way permit of course), then the applicant must provide irrigation calculations br estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans ha-v.e been prepared, but the applicant must provide the calculationsto you 'for your Luse. Once you have received a .good example of irrigation calculations, keep a set 'for your reference. In 'general the calculations will include: Hydraulic grade line Elevation at point f connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone tflargest, farthest away 4com valve Total Sprinkler heads listed (with gpm use 'per'he-ad) Include a 110% residual-pressure at point of connection 3. In 'general, all major -sloped areas of a subdivision/project 'are 40 be irrigated via separate irrigation meters (nless'4he pcoect ison1y'SFO with no 410A). As long as the project s located 'within The City-recycled water CS2..* SJf a jii PJ.N.4Ec0K.,X1 FOqW..ot ';e r'oo BUtLOiNG NCCK CHECIUST 1S1 2ND 3R0 service boundacy, the City intends on switching Ahese irc.igatibn servicesknetersto a newi'ecycfed water-fine in the luture. 0 0 12c. Irrigation ise where recycled water jis available) 'Recycled water meters are sized The same as the irrigation meter-above. If a project fronts .a street with recycled water, then they 'stotld be connecting to this line 'to' irrigate slopes within 'the development. cor subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters isa benefit 'forthe applicant since they are exempt from paying the San Diego County 'Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water 'until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water 'line is charged with recycled water by 'CMWD, then 'the applicant can apply br a refund to the 'San Diego County Water Authority (SDDWA) for a refund. , . However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA'for 'this. 0 0 13. AAditlo al Uftnts: 'CSavi Sj1. ISJILI4C 7 =s ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET• 0 Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Bldg. Permit No. Cg' Prepared by: ecked by: Date: EDU CALCU IONS List types Types of Use: an Sq. F /Units for all uses. Ff1 Types of Use: Sq. Ft./Units:________________ ADT CALCULATIONS: List types and square YfatabVts for all uses. Sq. Ft11its j Types of Use: _______________ Types of Use: Sq. Ft./Units: FEES REQUIRED: /NO WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) - i. PARK-IN-LIEU FEE PARK AREA & #: FEEIUNlT: X NO. UNITS: =$___________ ,.2IRAFFIC IMPACT ADT's 1 x FEE/y(é4Z 042, =s ____________ '(IoGE AND TJUGHFARE FEE (01ST. #1 01ST. #2 DIST. #3 Abrsp4Nl: f X FEE/ADT:"51 '?.5 =$_ iQi. ~4FACILITIE tl ENT FEE ZONE:________ UNI 1 X FEE/SQ.FT./UNIT:..- =$ o 5. SEW EDU's: . . X FEE/EDU:______ BENEFIT AREA: EDU's: X FEE/EDU:______ O 6. SEWER LATERAL ($2,500) 7. DRAINAGE FEES PLDA_______ HIGH /LOW ACRES: X FEE/AC:_______ 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE lof2 H:DeveIopment ServicesMASTERSFORMS .MISCELLANEOUS -FEE CALCULATION WORKSHEET.doc Rev. 7/14/00 EDU's: ADT's: ADT's: METER FEE SDCWA FEE IRRIGATION ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET I o 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $____________________ *NOTE: This calculation sheet is NOT a complete list of all fees which maybe due. Dedications and Improvements may also be required with Building Permits. 2 of 2 H:DeveIopment ServicesMASTERSFORMS -MISCELLANEOUS -FEE CALCULATION WORKSHEET.doc . Rev. 7114/00 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER Ctoi IS 2C- DATE _try- 4 07 C~R:E~310E~NTIAL ~ TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL ($1O,OOO.00) CARLSBAD COMPANY STORES POOL /SPA VILLAGE FAIRE RETAINING WALL COMPLETE OFFICE BUILDING OTHER PLANNER MaAaA~ DATE _o--ô ENGINEER DATE_____ 12 CITY OF CARLSBAD - AFFIDAVIT OF COMPLIANCE FOR A SECOND DWELLING UNIT Instructions to Property Owner (Affiant): Please type or print complete and accurate answers in all blank spaces in Section I. Please read carefully, particularly Section II. Please read, sign and date Section III indicating that you understand and agree with the conditions of compliance. SECTION I - INFORMATION Property owner(s): g\cLjO jc-Afr1 Name(s) Property Address: S(0o jL'tCc,O LAi4 Street Address City State Zip Code Assessor Parcel No. ZOS I 4 Subdivision: _V¼lcRJ() C8Q; Up IT/. 2. or LOT Name Lot/Block Parcel No. Project Number: O 7 - I çz c. SECTION II- CONDITIONS FOR COMPLIANCE PLEASE READ CAREFULLY 1. A second dwelling unit is an attached or detached dwelling unit which is located on the same lot as an existing owner-occupied single-family detached dwelling unit and is: Suitable for use as a complete living facility with provisions Within the facility for cooking, eating, sanitation and sleeping; Occupied by one or more persons; and C. Subordinate to the main dwelling unit. 2. The Property Owner(s) listed above hereby certifies that he/she owns the above referenced property, as of the date of this affidavit, and to his/her belief and knowledge, there are no conditions, covenants or restrictions on the property prohibiting a second dwelling unit apartment. 3. The Property Owner(s) agrees to the following terms and conditions: FRM0006 6/03 PAGE 1 OF 2 The property and residence referenced above must not contain a second residential dwelling unit unless it is in compliance with the second dwelling unit provisions of the Zoning Ordinance of the City of Carlsbad. The Property Owner(s) shall reside in either the main dwelling unit or second dwelling unit described above, now, and for the life of this agreement, unless .a lessee leases both the main dwelling unit and the second dwelling unit. C. The Second Dwelling Unit may only be rented and shall not be sold separately from the main dwelling unit, unless the lot on which such units are located is subdivided. The Prpperty Owner(s) agree to rent the Second Dwelling Unit at a monthly rental rate which shall not exceed an amount equal to 30% of the gross monthly income of a low- income household, adjusted for household size, at 80% of the San Diego County median income. A copy of this agreement and Affidavit must be given by the Property Owner(s) to prospective purchasers of the property prior to entering into a sales contract for said property. SECTION III - AFFIRMATION AND AGREEMENT I HEREBY DECLARE AND AFF]RM, under penalty of peijury, that all matters and facts set forth in this agreement are true and correct to the best of my knowledge, information and belief, and that I (we) understand, accept and will abide by the regulations, requirements, and standards governing the Second Dwelling Unit. BY: - 0-1 Property Owner Date • BY: Property Owner Date Owner's Telephone Number(s): (7 S-11'-&506 Home 'Office BSo4eb FRM0006 6/03 PAGE 2 OF 2 P.O. moo Box 119 EP1L TI THIJHIJ March 2, 2007 Lakeside, California 92040 (619) 443-0060 Richard Jackam 1560 Sandalwood Lane Carlsbad, California 92008 SUBJECT: File No. 1106G5-07 SITE INSPECTION Proposed Residential Additions 1560 Sandalwood Lane City of Carlsbad Dear Mr. Jackam: SCOPE In accordance with your request, a Site Inspection has been performed at the subject site. The purpose of this investigation was to examine existing site conditions and provide engineering recommendations for the proposed additions to the existing single-family residential structure. It is our understanding that a second story over the existing garage and a one-story addition at the rear of the residence are planned. . FIELD INSPECTION In order to accomplish this purpose, a representative of this firm visited the site, reviewed the topography and site conditions and visually and textually classified the surface and near surface soils. Representative samples of the on-site soils were obtained from a test exploration approximately three feet in depth and tested for density, shear strength and expansive characteristics. Existing foundations where exposed were observed to be 12 inches deep. SITE CONDITIONS The subject site is a relatively level residential property located on the northwest corner of Sandalwood Lane and James Drive. The site is presently occupied by a single-family residence consisting of one-story single-family residence with a swimming pool in the back yard. A three-foot high retaining wall is located on the east 5i4e of the property. Man made fill soils were encountered to approximately 1.5 to 3 feet in depth during the course of this investigation. ~1- 6, ? Z-15-N 9-- 6 Richard Jackam File No. 1106G5-07 March 2, 2007 SOIL CONDITIONS The soils encountered in the provided trench location were fill materials consisting of firm, lightly cemented but porous, light red brown, silty, sands with clay binder to approximately 18 inches in depth underlain by native, firm to medium dense, cemented, dark brown, silty, sands with clay binder to the bottom of the exploration, approximately three feet in depth. The fill appears to extend to approximately three feet in depth on the easterly side of the site where the garage is located. Cracks have occurred in the driveway possibly due to settlement. The sandy soils encountered in the test explorations were not considered to be detrimentally expansive with respect to change in volume with change in moisture content and will not require special foundation design to resist expansive soils. CONCLUSIONS AND RECOMMENDATIONS A representative sample of the foundation soil was remolded to 90% of maximum dry density. Based on the following test results, a safe allowable bearing value of at least 2500 pounds per square foot may be used in designing the proposed room addition. This value may be increased by one third for wind and/or seismic loading. Angle of internal friction 36° Cohesion 244 psf Unit weight 122.3 pcf Maximum Dry Density 131.7 pcf Optimum Moisture Content 9.7% Expansion Index 15 Unless documentation is provided, the existing fill materials should not be used for supporting the proposed additions. The proposed addition should be should be supported on footings extending through the existing fill soils, at least 12 inches into firm natural ground. We anticipate that the footing depth for the addition at the rear of the residence will be 30 inches in order to achieve the proper strata. The garage footings should be deepened or underpinned to support the proposed second story addition. We anticipate the footing depth will be four feet due to the deeper fill in this area however, this must be determined at the time of excavation. The footing excavations should be inspected by a representative of this firm prior to placement of forms and reinforcing steel to insure that proper depth has been achieved. Reinforcing in footings should consist of at least one #4 steel bar placed horizontally, continuously in the top and bottom of continuous footings regardless of structural requirements. In addition to the top and bottom reinforcements, a #4 steel bar 2 Richard Jackam File No. 1106G5-07 March 2, 2007 should be placed horizontally for each additional foot of depth beyond 12 inches. Reinforcing for isolated footings is dictated by the structural requirements. These recommendations are based upon on the soil type encountered and do not take into consideration the proposed bearing load. 4. The fill soils should be taken into consideration in the slab design and should be brought to the attention of the design engineer. At the least, concrete slabs-on-grade should be constructed to have a nominal thickness of 4" and underlain with a sand blanket of 3 inches in thickness. Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh. The sand subbase (sand blanket) should have a sand equivalent exceeding 30 per ASTM D2419. All slabs should either have a conventional thickened edge or be poured monolithically with continuous footings at the slabs perimeter. Conventional thickened edges should be 8" thick at slab edge, uniformly tapering to 4" thick at 2' from slab edge. The thickened edges or monolithic footings should extend completely around the slab's perimeter. Construction and expansion joints should be considered slab edges. Maximum spacing of expansion joints is 50' for interior slabs and 30' for exterior slabs. If any grading is proposed for this project, the following grading specifications should be utilized. RECOMMENDED GRADING SPECIFICATIONS Proposed Residential Additions 1560 Sandalwood Lane City of Carlsbad GENERAL: Soil Testers and 'Soil Engineer' are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specifications, the accepted plans, and the requirements of any jurisdictive governmental agencies. They are to be allowed adequate access so that the inspections and tests may be performed.. The Soil Engineer shall be apprised of schedules and any unforeseen soil conditions. Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation from the lines and grades shown on the plans, etc., shall be cause for the soil engineer to either stop construction until the conditions are corrected or recommend rejection of the work. Refusal to comply with these specifications or the recommendations and/or interpretations of the soil engineer will be cause for the soil engineer and/or his representative to immediately terminate his services. Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in writing by the owner and the contractor and endorsed by the soil engineer. ii Richard Jackam File No. 1106G5-07 March 2, 2007 SOIL TEST METHODS: Maximum Density & Opt Moisture Density of Soil In-Place Soil Expansion Shear Strength Gradation & Grain Size Capillary Moisture Tension Organic Content -- ASTMD1557-70 -- ASTM D1556, D2922 and D3017 -- UBC STANDARD 29-2 -- ASTM D3080-72 -- ASTM D114O-71 -- ASTM D2325-68 -- % Weight loss after heating for 24 hours at 3000 F and after deducting soil moisture. LIMITING SOIL CONDITIONS: Minimum Compaction 90% for 'disturbed' soils. (Existing fill, newly placed fill, plowed ground, etc.) 84% for natural, undisturbed soils. 95% for pavement subgrade within 2' of finish grade and pavement base course. Expansive Soils Expansion index exceeding 20 Insufficient fines Less than 40% passing the #4 sieve. Oversized Particles Rocks over 10" in diameter. PREPARATION OF AREAS TO RECEIVE FILL: Brush, trash, debris and detrimental soils shall be cleared from the areas to receive fill. Detrimental soils shall be removed to firm competent soil. Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width. Scarify area to receive fill to 6" depth and compact. FILL MATERIAL shall not contain insufficient fines, oversized particles, or excessive organics. On-site disposition of oversized rock or expansive soils is to be at the written direction of the Soil Engineer. Select fill shall be as specified by the soil engineer. All fills shall be compacted and tested. SU.BDRAINS shall be installed if required by and as directed by and detailed by the soil engineer and shall be left operable and unobstructed. They shall consist of 3" plastic perforated pipe set in a minimum cover of 4" of filter rock in a 'vee' ditch to intercept and drain free ground from the mass fills. Perforated pipe shall be schedule 40, Poly-Vinyl-Chloride or Acrylonitnie Butadienne Styrene plastic. Rock filter material shall conform to the following gradation: Sieve size: 3/4" #4 #30 #200 %Passing: 90-100 25-50 5-20 0-7 4 Richard Jackam File No. 1106G5-07 March 2, 2007 Subdrains shall be set at a minimum gradient of 0.2% to drain by gravity and shall be tested by dye flushing before acceptance. Drains found inoperable shall be excavated and replaced. CAPPING EXPANSIVE SOILS: If capping expansive soils with non-expansive soil to mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 8' beyond the exterior perimeter of the structure. Special precautions should be taken to ensure that the non-expansive soil remains uncontaminated and the minimum thickness and dimensions around the structure are maintained. The expansive soils underlying the cap of non-expansive cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before any construction supported by the compacted cap. The non-expansive soil comprising the cap should conform to the following: Minimum Compaction 90% Maximum Expansion Index 30 Minimum Angle of Internal Friction 33 Deg Cohesion Intercept 100 psf UNFORESEEN CONDITIONS: Soil Testers assume no responsibility for conditions that differ from those described in the applicable current reports and documents for this property. Upon termination of the soil engineer's services for any reason, his fees up to the time of termination become due and payable. If it is necessary for the soil engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect, the soil engineer shall not be held liable for any damages that might result from his 'unfavorable report'. If we can be of. any further assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, C. NO. 21,650 EX 9/30(07 5 .4. City of Carls bad p 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: JACKAM RESIDENCE Building Permit Plan Check Number: CB071526 Project Address: 1560 SANDALWOOD LANE A.P.N.: 205-130-43-00 Project Applicant (Owner Name): RICHARD JACKAM Project Description: SECOND DWELLING UNIT Building Type: V-N Residential: I New Dwelling.Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Residential Additions: Commercial/Industrial: City Certification of Applicant Information: 636 Square Feet of Living Area in SDU Net Square Feet New Area Feet Floor Area _4 C Date: (1' -o Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000)--1 Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Aont. Onl Encinitas Union School District San Dieguito Union High School District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300 ext 166) Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration cOwner) 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 that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: Revised 3/30/2006 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION. (To be completed by the school district(s)) *************************************************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School Distriôt, certifies that the developer, builder, or QWfler has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER Pri.I1IjJ!!A -- IT- WA&iFREMN ASSISMSUPERRMOLN CA 6225 jk1II LIIRFAL Revised 3/30/2006 1JiSBAD UNIFIED SCHOOL DISTRICT JEFFERSON ELEMENTARY AVIARA OAKS ELEMENTARY CARLSBAD HIGH SCHOOL MAGNOLIA ELEMENTARY AVIARA OAKS MIDDLE SCHOOL Receipt No. E CARLSBAD VILLAGE ACADEMY CALA VERA HILLS SCHOOL PACIFIC RIM 23012 VALLEY MIDDLE SCHOOL KELLEY SCHOOL EJ CALA VERA HILLS MIDDLE SCHOOL E BUENA VISTA SCHOOL ED HOPE SCHOOL OTHER RECEIVED FROM: Aj\ (If Applicable) PARENT OF•_I 5LdO S.-AA2,VO(3 L_&4._.L. tJ* PAYMENT FOR: ACCOUNT NUMBER 3.jt5 DATE: _ -Ilalon _______ AMOUNT :1 4D $ $ $ RECEIVED BY: PA______________ CASH _____ CHECK ii TOTAL