The URL can be used to link to this page

Home My WebLink About1420 PINE AVE; ; CB970748; PermitCie,2- \V 73 B U I L D N 0 P E R N I T Permit No: CE970748 0/30/97 14:47 Project No: A9700979 Page 1 of 1 Development No: Job Address: 1420 PINE AV Suite: Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 0SOD4400 Lot#: PARCEL 2 .-. Valua tion: 244,507 Construction Type: VN Occupancy Group: Reference#: Status: ISSUED r)ecription: 2929 SF-i710 GAR+..3 SF COV PORC . Applied: 04/03/97 Apr/Issue: 05/30/97 Entered By: RMA Appl/Ownr : KOZOWSKI, BOB 760 729-4420 3306 DONNA DR CARLSBAD CA 92(6 * Fees Required kk . - Collected & Credits ---------------------------- ------------------------ Adjustment--: cl .00 Total Fees: 18,. . 0. :.. \: 746.O / 17,779.00 Fee description / . :it' \t Ext fe. Data / - V Na.ber of Bedroom • / '••-• -•--. - 1 4.00 Number of Bathroom .:.. -. . :. \ )/' \ 3.00 Building Permit / / , 1147.00 Plan Check L : 746.00 Strong Notion Fee ;i K 24.00 E?iter Y' to AUtQcc, , > V / 4450.00 Y (PF". .D\ \ ) . j 4108.0 Enter °Y' to Autoca\ - . : . . •-- kf( --- / / 395.00 Y (TI F . -. \\ ( / / 445. 00 INCORPORATED EL!ILDTNG TOTAL ', .' '.1. "S.. 7 / 11315.00 1952 Enter #Units & C('de-P' .. ---- / 20C.00 D5/8 Enter ,Y for P-lumbing •/ • H 20.00 Y Each Plumbing Fixture or : 7.00 119.00 Each Building Sewer 15.00 15.00 Each Install/Repair Water Line - •_.--1 7.00 7.0( Each V.,ater Heatei. and/or Vent > 1 7.00 7.00 Gas Piping System ) 1 7.00 7.0 Each Vacuum Breaker > 2 7.00 14.00 PLUMBING TOTAL 19.00 Enter It for Electric Issue Fee > 10.00 Y Single Phase Per AMP ) 200 .25 5C.0 ELECTRICAL TOTAL 50..i3 Enter 'Y' for Mechanical Issue Fee) 15.0 Y Install Furn/Ducts/Heeit Pumps ) 1 9.00 9.00 Each Install Fireplace ) 2 6.50 13.03 Each Install/Reloc Vent > 2 4.50 9.00 MECHANICAL TOTAL 46.00 Construct Housing(Y/N)? N Enter In-Lieu Fee ) 4515 4515.00 CITY C 2075 Las Palmas Dr., Cai (ee Jo PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMEI. 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 PROJECT INPQRMATION FOR OFFICE USE ONLY PLAN CHECK NO. g70 —7 4T EST. VAL. Plan Ck. Deposit _____ Validated By______________________ Date L—f/3/f 7 (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units 6i'1, /73V r•' Assessor's Parcel # Existing Use Proposei Use - 03-00 -y3 oS-.o'-Y7 5,d,f//cI;,,/7 Description of Work SQ. FT. #of Stories # of Bedroms # 01 Bathrooms h,oe ^12 &frae 710 // CO7ITACT PERSON'(if different from applicant) c Name Address City State/Zip Telephone # Faxj ' APPLICANT DContrctorD Agent for Contractor 6wner E Agent for Owner A''A;/ oSiJ5A'j 30 ';p a", Cq,/5I4 C ?°o Y ?CO 2 -YcQ9 Name Address City State/Zip Telephone # 4 PROPERTY OWNER Name Address City State/Zip Telephone # 5. CONTRACTOR - COMPANY NAME . (Soc. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demclish 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 exempt! o . Any vi lation of Section 7031.5 by any appli ant for a per it subjects the applicant to a civil penalty of not more than five hundred dollars IS 500]). "33oC dOi1#74 r. Cq/5/e c/ Ce Name Address City State/Zip Telephone # State License # 99'c 3 / License Class 1e- / City Business License # 4$ P1 ek- Designer Name Address City State/Zip Telephone State License # 6 WORKERS COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C] 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. F1 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 ($100,000), In additio to cost of ompensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE i6ct- ) f..!l DATE ______________ 7'OWNERBUILDER DEC LARATIO I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, hc-wever, 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 pJrpose 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 for suc 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 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 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 )incIud name / address / phone number / type of work): i - PROPERTY OWNER SIGNATURE iO- jJ'4J4" DATE /3I öiVLETE THIS S11ON FOR NON R5SJEN TIAL BU1LØG PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration forn or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality manacement 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. 8 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 fi,'.s 7 ?CI1C 84.4 k' LENDER'S ADDRESS ____________________ 9.,APPUCANTCRjiFlCATlON .. ... . . . . .. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit, of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and bacome null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work i commenced for a eriod of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE 1?O DATE WHITE: File YELLOW: Applicant PINK: Finance SEWER P E R 4 I T 05/30/97 1.4:43 Page 1 of 1 Job Address: 1420 PINE AV Permit Type: SEWER - RESIDENTIAL Parcel No: Permit No: SE97008 Bldg PlanCk#: CB970748 Suite: 05;3/97 oo oi 2 43: Dezcrption: 2929 SE'+70 GARs-63 SF COV PORC Status: ISSUED Applied: 05/20/97 Apr/Isue: 35/30/97 Permitee: KOZOWSKI, BOB 760 729-4429 Expired: 3306 DONNA DR Prepared By: DR CARLSBAD CA 92008 * Fees Required ** Collected & Credits Fees: 4,310/' Adjustments: •'i ' .-tA Z ]: Total Fees: 4,z! \: / •\ \ Fee description ' /7 1it5\ FY --------------------- --- ----- Enter Number of Uni t C,-, • - \ '' Total EDUs ' Sewer Fee Entei Sewer EDUs a:. :','nrit Ar\> /1.00 Enter 'Y" for Late * SEWER TOTAL -. •. INCORPORATED \ 'V '• _ _'\\ ' / FINMA"OW)i DATE____ .00 .00 4,310.00 t Ext fee Data ------------------- 1.00 1.fl0 1810.00 NA 2500.00 1 4310.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB970748 FOR 04/08/98 DESCRIPTION: 2929 SF+710 GAR+63 SF COV PORC TYPE: SFD JOB ADDRESS: 1420 PINE. AV APPLICANT: KOZOWSKI, BOB PHONE: CONTRACTOR: PT-TCN• OWNER: REMARKS: C/BOB/729-4429 SPECIAL INSTRUCT: INSPECTOR AREA TP PLANCK# CB970748 0CC GRP CONSTR. TYPE VN STE: LOT: PARC 760 729-4429 PHONE: INSPECTOR _____________________ TOTAL TIME: --RELATED PERMITS-- PERNIT# TYPE STATUS 5E970088 SWRSD ISSUED CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS *** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 040698 Final Combo CO TP 111497 Drywall/Ext Lath/Gas Test AP TP 110797 Insulation AP TP 110497 Frame/Steel/Bolting/Welding AP TP 110497 Rough Electric AP TP 110497 Rough/Ducts/Dampers AP TP SEE CARD 110397 Frame/Steel/Bolting/Welding NS TP 102197 Shear Panels/HD's AP TP 101697 Rough/Topout AP TP 101697 Gas/Test/Repairs NR TP 100797 Roof/Reroof AP TP 070897 Const. Service/Agricultural AP PK OK TO RELEASE TSPB 070197 Ftg/Foundation/Piers AP TP FLAG POLE FOOTINGS 062797 Ftg/Foundation/Piers PA PK SMALL PIERS @ ENTRY 062697 Ftg/Foundation/Piers AP PY NEED COLUMN PED INSPECTION 062497 Underground/Under Floor AP TP MAIN TO BLDG 062097 Underground/Under Floor AP TP BLDG ONLY FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING tMWb, ST LITE PLAN CHECK#: CB970748 DATE: 04/06/98 PERMIT#: CB970748 PERMIT TYPE: SFD PROJECT NAME: 2929 SF+710 GAR+63 SF COV PORC : ADDRESS: 1420 PINE AV LOT# PAR LI) 1 [I 1 CONTACT PERSON/PHONE#: C/BOB/729-4429 SEWER DIST: DIST: CA WATER DIST: CA 08 j r TE SPECTED: APPROVED DATE INSPECTED: APPROVED DATE INSPECTED: APPROVED DI DISAPPROVED DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: FINAL BUILDING INSPECTION fY DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB970748 DATE: 04/06/98 PERNIT#: CB970748 PERMIT TYPE: SFD PROJECT NAME: 2929 SF+710 GAR+63 SF COV PORC ADDRESS: 1420 PINE AV LOT# PAR CONTACT PERSON/PHONE#: C/BOB/729-4429 SEWER DIST: CA WATER DIST: CA INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: 1V,/? xpP DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED DATE INSPECTED: APPROVED DISAPPROVED COMMENTS: A'O FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING. FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB970748 DATE: 04/06/98 PERMIT#: CB970748 PERMIT TYPE: SFD PROJECT NAME: 2929 SF+710 GAR+63 SF COy PORC 40,? ADDRESS: 1420 PINE AV LOT# PAR CONTACT PERSON/PHONE#: C/BOB/729-4429 SEWER DIST: CA WATER DIST: CA ============================================================================ INSPECTED - DATE BY: INSPECTED: Q ' APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE - BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: Lor 9&95 q71,0 % - egi,i Pi rk 17'-S"' 7 Zc7 45O SAL19 c7/,' J 2 !6 61 /11x 1-~elv,14Y & 5 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Rivet-date Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: Single Family Residence SCS&T FILE NO: 9712249 I.R.NO: 1 (Pg 1 of 1) PROJECT LOCATION: 1420 Pine Avenue, Carlsbad PERMITNO: 970748 PLAN FILE NO: ARCHITECT: William Dee & Associates ENGINEER: Lovelace Engineering GENERAL CONTRACTOR: Kozlowski Construction SUBCONTRACTOR: Kozlowski Construction 7/24/97 T. Kriska 508 REINFORCED CONCRETE Time Arrived: 1230 Time Departed: 1430 Reinforcing Steel: ASTM A615, Grade 60 Concrete: 3000 psi specified; 4000 psi used Provided inspection of reinforcing steel for the flag pole footings at the garage columns. Inspected the placement of approximately 6 cubic yards of 4000 psi concrete by truck chute (3000 psi specified). Consolidation was achieved by mechanical vibrator. One set of three test cylinders was fabricated. Slump = 3". The work inspected conforms with the approved plans. DISTRIBUTION: (2) Kozlowski Construction (1) City of Carlsbad REVIEWED BY: Michael . Wheeler, R.C.E. #45358 ~ --T I ~01 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. T 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: 9712249 Project Title: Kozlowski Project Location: 1-420. Pine Avenue Architect: William Dee & Associates Permit No: 970748 Engineer: Lovelace Engineering Plan File No: Contractor: Kozlowski Construction Location In Structure: Flag Pole Footings Material Supplier: Escondido Ready Mix Mix Designation: 37P Admixture(s): Pozz Time In Mixer (Minutes): 57 Slump, Inches: 3 CC Temp: 0 Truck Number: 407 Ticket Number: 217917 Air Temp: 0 Samples Fabricated By: TK Samples Tested By: JWB Air Content: Laboratory Number: Mark. 9943 9944 9945 Date Made: 07-24-97 Date Received 07-25-97 Date Tested 07-31-97 08-21-97 08-21-97 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, psi 108,250 151,000 148,500 Compressive Strength, psi 3,760 5,340 5,250 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Unit Weight, pcf Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (2) Kozlowski Construction (1) City of Carlsbad (1) Escondido Ready Mix Reviewed By: —14 George Gavit, ROE #56564 07-24 8/22/97 EsGU Corporation Professiona[fP(a1 Review Engineers DATE: April 29, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-748 PROJECT ADDRESS: 1420 Pine Avenue PROJECT NAME: Kozlowski Residence- SET: II U APP ANT JURIS. MN REVIEWER U FILE LIII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. 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 REMARKS: I.C.B.O. # 3195 is completely canceled/expired. Please re-select an approved current I.C.B.O. # and note next to fireplace on floor plan. By: Tony Embuido Enclosures: Esgil Corporation LIGA El CM DEJ U Pc 04/22/97 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 - EsGil Corporation Professionaf Plan Review Engineers DATE: April 15, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-748 PROJECT ADDRESS: 1420 Pine Avenue PROJECT NAME: Kozlowski Residence- SET: I El PLAN REVIEWER 0 FILE El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's **AAAAAAAA codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El 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: Bob Kozlowski 3306 Donna Drive, Carlsbad, CA 92008 El 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: Bob Kozlowski (s, -Cki ) Telephone #: 760-729-4429 Date contacted: (by: . ) Fax #: Maft./TeIephone," Fax In Person 1111 REMARKS: By: Tony Embuido Enclosures: Esgil Corporation DGA DCM DEJ D Pc 04/07/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 97-748 April 15, 1997 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 97-748 JURISDICTION: Carlsbad PROJECT ADDRESS: 1420 Pine Avenue FLOOR AREA: 2929-R3 710-Ui REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 04/03/97 DATE INITIAL PLAN REVIEW COMPLETED: April 15, 1997 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: -24' DATE PLANS RECEIVED BY ESGIL CORPORATION: 04/07/97 PLAN REVIEWER: Tony Embuido 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. i GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3!orw.dot Carlsbad 97-748 April 15, 1997 . PLANS 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619)438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Final set of 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). GENERAL RESIDENTIAL REQUIREMENTS 3. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. See window <I> at office. Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface. See window <K>. DECKING/ROOFING 4. Specify deck/balcony slope, material, drainage, and application. Chapter 15. Carlsbad 97-748 April 15, 1997 Deck slope may not be adequate for deck type specified. Chapter 15. 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. . FOUNDATION REQUIREMENTS Per soils report, note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 1804.3. Note on plan, that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. FRAMING 10. Show or note fire stops at the following locations per Section 708: In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. At openings between attic spaces and chimney chases for factory-built chimneys. 11. Specify truss identification numbers on the plans. 12. Per UBC Section 2343.6, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. C) The spacing of the trusses." Carlsbad 97-748 April 15, 1997 13. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2317.5. . MECHANICAL (UNIFORM MECHANICAL CODE) 14. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: EXPIRED I.C.B.O. #. Please re-select. Manufacturer's name. Model name/number. ICBO approval number, or equal. 15. Note on plan: Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 711.3. 16. Provide dryer vent to outside. The maximum length is 14 feet with two 90 degree elbows. UMC, Section 504.3.2. . PLUMBING (UNIFORM PLUMBING CODE) 17. Provide a note on the plans: In showers and tub-shower combinations, control valves must be pressure balanced or thermostatic mixing valves. UPC Section 410.7. . ENERGY CONSERVATION 18. Provide plans, calculations and worksheets to show compliance with current energy standards. 19. Specify(sticky back) on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 20. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms. 21. Provide a note on the plans stating "All new glazing (fenestrations) will be installed with a certifying label attached, showing the U-value." . CARLSBAD S.F.D. 22. 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). Carlsbad 97-748 April 15, 1997 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). All structures require a Class "B" roof covering, except room additions. Note as part of the plans. . MISCELLANEOUS Provide special venting detail for island fixture. See attached. 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 L3 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 Tony Embuido at Esgil Corporation. Thank you. Carlsbad 97-748 April 15, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-748 PREPARED BY: Tony Embuido DATE: April 15, 1997 BUILDING ADDRESS: 1420 Pine Avenue BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) SFD 2929 78.00 GARAGE 710 22.00 BALCONY/DECK PATIO(Roof) COVER Air Conditioning Fire Sprinklers TOTAL VALUE 244,507.00 (PER CITY) 1991 UBC Building Permit Fee Bldg. Permit Fee by ordinance: $ 1147.00 1991 UBC Plan Check Fee Plan Check Fee by ordinance: $ 745.55 Type of Review: Z Complete Review Structural Only 0 Hourly Repetitive Fee Applicable LI Other: Esgil Plan Review Fee: $ 596.44 Comments: Sheet I of I macvalue.doc 5196 of Carlsbad 4IFO BUILDING PLANCHECK CHECKLIST DATE: L/ /17/'?? PLANCHECKNO.: CB 9 7-74W BUILDING ADbRES: i'-p_o Pe Av PROJECT DESCRIPTION: IVELAI çy 1 4111 ASSESSOR'S PARCEL NUMBER: 75- 010 EST. VALUE: 2-41, 507 ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: Please s the a ched report of deficiencies marked ith ake necessary corrections to plans or spec ications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Dzx~ate: 11/2 0 By: L- Date: By: bate: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By: Q'19 _________________ Date: c/z/7 ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: David Rick City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4324 A-4 CA 9200911576 • (619) 438-1161 • FAX (619) 3'-Y894 BUILDING PLANCHECK CHECKLIST SITE PLAN e MS c' -o, 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Property Lines . Existing & Proposed Structures Easements Existing Street Improvements Right-of-Way Width & Adjacent Streets G. Driveway widths z' /' . Show on site pl sh°I 3O' an: jç', /c4C re.',. b> )Drainage Patterns Pcô,:êt 4o4aI or,j c'fr .tItj'Pd 5s .o+e s•& 4 / le ølt A. Building pad surface drainage must maintain a minimum slope of one ercent towards an adjoining street or an approved drainage course. a " 2. DD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography 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 Project does not comply with the following Engineering Conditions of approval for à- Project No. Co, . 1 4v ePrc 4IlL ew's -f All conditions are in compliance. Date: G:\LIBRAR'flENG\WORDDOCS\CHKLSTBuikThig Planclieck Mist BP000I Fonn DRdoc 2 Rev. 12/26196 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS ND/ 3R0/ 7. 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 ½" 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 All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $_, 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: 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: G:LIBRARY\ENG\WORD\DOCS\CHKLST\BeIding Plancheck Cklst BP000I Fern, ORdoc Rev. 12/26196 BUILDING PLANCHECK CHECKLIST st/ 2d1 3rd/ 8c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: / Date: C3 0 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective bpr1b5 e4'i4 improvements found adjacent to building site must be repaired to the satisfaction t ;> - of the City Inspector prior to occupancy. CIA GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 .06.030 of the Municipal Code. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 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: Graded Pad Certification required. (Note: Pad certification may be required even // if a grading permit is not required.) Ell U 9d. No Grading Permit required. jt.< POI vii6~ C,IL MISCELLANEOUS PERMITS II U 10. 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: G:JjBRARYENG\WORD\DOCS\CHKLST\BuiIding Pantheck Cklst BP0001 Form DR.doc Rev. 12F26106 BUILDING PLANCHECK CHECKLIST 2h/ 3rdl A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial Waste permit accepted by: Date: U •1 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. t6equired fees are attached /VOTEE SP-u)t3Z LATIt4L 601' 11 No fees required Fa e' 15 2IJ6 hVr=350D sv1IT6E 15. Additional Comments: O RecDS ii'rr 744T- No LAT 6 AAC 15 F 7-d 4t tO5 G:\LIBRARYENG\WORD\DOCS\CHKLST\SrnIdivg PIC,,theck Cklst BP0001 Form DR.doc Rev. 12/26/96 PERMIT $ EDU's: X FEE/EDU: BENEFIT AREA: DRAINAGE BASIN:______ EDU's: X FEE/EDU: 6. DRAINAGE FEES PLDA________ ACRES: D 7. SEWER LATERAL ($2,500) HIGH fLOW______ X FEE/AC: = $_______________ -, 5150 00 = TOTAL OFABOVEFEES*: $ *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. =$ ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: )L-20 P'te /c-e Bldg. Permit No.ca 97- -;74r Prepared by: D. (?,*C 14- Date: ___________ Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft EDUs: 1 ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: PUBLIC FACILITIES FEE REQUIRED: ErYES 0 NO (See Building Department for amnt) WITHIN CFD: 0 YES (no bridge & thoroughfare fee, reduced Traffic Impact Fee) B1NO /1.PARK-IN-LIEU FEE PARK AREA: PA P FEE/UNIT: X NO. UNITS: =$___________ I3'2. TRAFFIC IMPACT FEE ADT's/ I X FEE/ADT: 1f 0 BRIDGE AND THOROUGHFARE FEE ADTs/UNITS: X FEE/ADT:_________ FACILITIES MANAGEMENT FEE ZONE:________ =$ go =e- / UNIT/SQ.FT.: 5. SEWER FEE M//5. x FEE/SQ.FT./UNIT: = $_______ P:\D0CS\MISF0RMS\BP0002.FRM REV 01/22/97 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST a a, a) a) 0 0 Plan Check No. CB 92 Address (V2 2 Planner Phone (619) 438-1161, extension APN: 9d5c7209 ' Type of Project and Use: fR, c'sf Zone: 12.( Facilities Management Zone: CFD (in Ut) Cir le 0 (If property in, complete SPECIAL TAX CALCULATION WORKSHEET provided by Building Department.) Legend Item Complete Item Incomplete - Needs your action Environmental Review Required: YES NO ( TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: fr1' 95ZO(r, Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES ____ N If NO, proceed with checklist; if YES, proceed below. ( Determine status (Exempt or Coastal Permit Required): If Exempt, proceed with checklist; if Coastal Permit required, hold building permit until Coastal Permit issued. Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. Required du Required 6. Required - Required 13 Required 1c7'/o Required h O' Reauired -71 SDaces Inclusionary Housing Fee required: YES ____ NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Site Plan: SP F~ E 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. fl 2. Provide legal description of property and assessor's parcel number. Zoning: Setbacks: Front: Int. Side: Street Side: Rear: Lot Coverage: Height: 4. Parking: Shown Shown Shown - Shown i74f Shown Shown Shown 3 Guest Spaces Required 3 Shown (J) C[ Additional Comments a-s 6i. 'f OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ~D All Cc' rreti7 ROSENWALD ENGINEERING AND ASSOCIATES 10925 HARTLEYROAD, SUITE I SANTEE, CALIFORNIA 92071 (619) 258-7901 Fax 258-7902 March 04, 1997 Bob Kozlowski 3306 Donna Avenue Carlsbad, California 92008 Subject: Project No. 97-1106F5 Limited Site Investigation Proposed Single Family Dwelling Parcel 2 PM 17734, Pine Avenue City of Carlsbad Dear Mr. Kozlowski: The attached report has been prepared to present the results of an investigation of the soil conditions at the subject site. The investigation was undertaken to provide the soil engineering criteria for site grading and to recommend an appropriate foundation system for the type of structures anticipated for the proposed project. In general, we found that the site is suitable for the proposed structures provided that the recommendations given in this report are adhered to. If you have any further questions, please do not hesitate to contact our office. Respectfully submitted, _ BenjaminD Rosenwald, P.E. RCE 25018 BDR/lj C43q 7c7 KOZLOWSKI PROJECT 97-1106F5 3/4/97 TABLE OF CONTENTS PAGE Introduction 3 Site description 3 Field investigation 3 Soil conditions 4 Geologic hazards 4 Conclusions and recommendations 4 Foundation recommendations 5 Bearing value 6 Limits of Investigati9n 6 2 KOZLOWSKI PROJECT 97-1106F5 3/4/97 INTRODUCTION This is to present the findings and conclusions of a soils investigation conducted for the proposed single family dwelling on Pine Avenue, Carlsbad. The objectives of this investigation were to determine the existing soil conditions and physical properties of the soils so that engineering recommendations could be presented for the grading and design of foundations for the proposed structures. In order to accomplish these objectives, 2 exploration holes were excavated, undisturbed and loose bag samples of the on-site soils were obtained, and laboratory tests were performed on these samples to determine the necessary criteria. SITE DESCRIPTION The subject site is on the north side of Pine Avenue in the City of Carlsbad. The site is relatively level with drainage to the west. Vegetati9n consists of low grasses and a garden. FIELD INVESTIGATION Two exploration holes were excavated by hand on February 28, 1997. The holes were excavated to a depth of 2 feet below the existing ground surface. Soils consisted of loose silty sands over medium dense silty sands to the depth of the holes. 3 KOZLOWSKI PROJECT 97-1106F5 3/4/97 SURFACE CONDITIONS The surface and near surface soils encountered during the course of this investigation were loose silty sands to a depth of 12 to 18 inches over medium dense silty sands. No ground water was encountered. GEOLOGIC HAZARDS There was no significant on-site faulting and review of the available geological literature pertaining to the site indicates there are no known active faults that transverse the subject site. Ground shaking from one of the major active faults is the most likely happening to affect the site. With respect to this hazard the site is comparable to others in the general area. The proposed building(s) should be designed in accordance with seismic design requirements of the Uniform Building Code or the Structural Engineers Association of California. Liquifaction will not be aproblem at this site. CONCLUSIONS AND RECOMMENDATIONS The following summarized conclusions and recommendations are based upon the axxalysis of all the data and information obtained from our soil investigation. This includes our visual inspection of the site; field investigation and classification of the soil; laboratory tests on soil samples analyzed; and our general knowledge and experience with the soils native to this site. The site is suitable for the proposed development provided the recommendations set forth in this report are carefully followed. The top 12 to 18 inches of soils should be recompacted to a a minimum of 90 percent of maximum density. grading should be done in accordance with the attached Appendix A. ri KOZLOWSKI PROJECT 97-1106F5 3/4/97 EXPANSIVE SOILS None of the soils encountered during the course of this investigation were considered to be detrimentally expansive with respect to change in volume with change in moisture content ( Expansion Index less than 20) . The following recommendations are for foundations on this site. Standard footing depth, 12 inches for one story structures and 18 inches for two story structures may be used. Minimum width of footing should be 12 inches. The footings should be reinforced with one #4 steel bar placed near the top of the footings and one #4 steel bar placed near the bottom of the footings. Where moisture sensitive floor coverings are anticipated over the slab, a 6 mil plastic moisture barrier should be placed beneath the concrete slabs. The plastic moisture barrier shall be overlaid with a minimum of 2 inches of sand, or suitable on-site materials, to aid in concrete curing and to minimize potential punctures. Concrete floor slabs should be a nominal 4 inches. Concrete slab reinforcement should consist of #4 bars at 4 feet on center each way, #3 bars placed at 24 inches on center each way or 6X6-10/10 mesh. Slab reinforcement should be placed within the middle third of the slab by supporting the steel on chairs or concrete blocks TTdobies". The effect of concrete shrinkage will result in cracks in virtually all concrete slabs which are not designed to resist this shrinkage. To reduce the extent of shrinkage, the concrete should be placed at a maximum of a 4 inch slump. The minimum steel recommended is not intended to prevent shrinkage cracks. 5 KOZLOWSKI PROJECT 97-1106F5 3/4/97 BEARING VALUE A safe allowable bearing value of 1500 pounds per square foot may be used when designing continuous foundations - and spread footings founded a minimum of 12 inches into compacted fill soils. This value may be increased by 20 percent for each additional foot of depth and/or width as set forth in the Uniform Building Code, Table No. 18-1-A. LIMITS OF INVESTIGATION The recommendations of this report pertain only to the site investigated and based upon the assumption that the soils conditions do not deviate from those disclosed in the trenches. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, Rosenwald Engineering should be notified so that supplemental recommendations can be given. The findings in this report have been derived in accordance with current standards of practice and no warranty is expressed or implied. I LI KOZLOWSKI PROJECT 97-1106F5 3/4/97 This report is presented with the understanding that it is the responsibility of the owner, or his agent or representative, to insure that the recommendations in this report are carried out in the field. Additionally, it is the responsibility of the aforementioned personnel that the information in this report is brought to the attention of the "design team", consisting of architects, engineers, etc., such that all information can be incorporated into the building plans. The findings in this report are applicable as of the present date. However, changes in the condition of a property can occur with the passage of time, whether the changes be due to natural processes or the works of man on this property or adjacent properties. In addition, the findings in this report may become invalidated due to changes in the state of the art or changes in applicable or appropriate standards used at this time, whether they result from legislation or from the broadening of knowledge. Therefore, this report is subject to review and should not be relied upon after a period of three years. If we can be of further assistance, please do not hesitate to contact our office. I Appendix A is attacb'ed. Respectfully submitted, Bnjamin' D) Rosenwald, P.E. ROE 2501 -8' D. CO CD No. 25018 *\ UP. 12-31-97 J, 2F C!\# 7 Recommended Earthwork Specifications - (cont'd.) (b.) The natural satisfactory ground shall depth of at ground which is for the support then be plowed least 12 inches determined to be of the filled or scarified to a (12"). After the natural ground has been prepared, it shall then be brought to the proper moisture content and compacted to not less than 90 percent of maximum dry density in accordance with A.S.T.M. D1557-78. Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut into firm natural ground. The initial bench at the toe of the fill shall be at least 10 feet in width on firm undisturbed natural ground. The width of all succeeding benches shall be at least 6 feet. Fill Materials: All material placed in the fill shall be approved by the engineer and shall consist of materials free from vegetable matter, and other deleterious substances, and shall not contain rocks or lumps greater than 6 inches in diameter. If, during grading operations, soils are found which were not encountered and tested in the preliminary investigation, tests on these soils shall be performed to determine their physical characteristics. Any special treatment recommended in the preliminary or subsequent soil reports not covered herein shall become an addendum to these specifications. Placing and Compacting Fill Materials When the moisture content of the fill material is below that specified, water shall be added until the moisture content is near optimum to assure uniform mixing and effective compaction. When the moisture content of the fill materials is above that specified, the fill material shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is near optimum as specified. Page 2 of 3 Recommended Earthwork Specifications - (cont'd.) After processing, the suitable fill materials shall be placed in layers which, when compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to insure uniformity of material and moisture in each layer. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to not less than the density set forth in paragraph 2 (c) above. Compaction shall be accomplished with approved types of compaction equipment. Rolling shall be accomplished while the fill material is at the specified moisture content. In place density tests shall be performed in accordance with A.S.T.M. D1556-82. The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compacting operations shall be continued until the slopes are stable and until there is no appreciable amount of loose soil on the slopes. Inspection: Sufficient inspection by the Engineer shall be maintained during the filling and compacting operations so that he can verify that the fill was constructed in accordance with the accepted specifications. Seasonal Limits: No fill material shall be placed, spread, or rolled if weather conditions increase the moisture content above permissible limits. When the work is interrupted by rain, fill operations siall not be resumed until the moisture content and density of fill are as previously specified. All recommendations presented in the attached 'eport are a part of these specifications. Page 3 of 3 ROSENWALD ENGINEERING AND ASSOCIATES 10925 HARTLEY ROAD, SUITE I SANTEE, CALIFORNIA 92071 (619) 258-7901 APPENDIX A RECOMMENDED EARTHWORK SPECIFICATIONS General Description: The intent of these specifications is to obtain uniformity and adequate strength in filled ground so that the proposed structures may be safely supported. The procedures include the clearing and preparation of land to be filled, processing the fill soils, the spreading, and compaction of the filled areas to conform with the lines and grades as shown on the approved plans. The owner shall retain a civil engineer qualified in soil mechanics (herein referred to as engineer) to inspect and test the earth work in accordance with these specificatipns. The engineer shall advise the owner and grading contractor immediately if any unsatisfactory conditions are observed to exist and shall have the authority to reject the compacted filled ground until such time that corrective measures are taken, necessary to comply with the specifications. It shall be the sole responsibility of the grading contractor to achieve the specified degree of compaction. Preparing Areas to be Filled (a.) All brush, vegetation and any biodegradable refuse shall be removed or otherwise disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompacted filled ground or loose compressible natural ground, shall be removed unless the report recommends otherwise. Any buried tanks or other structures shall be removed and the depression backfilled to the satisfaction of the engineer. 438894 MAY—U-97 FRI 13:12 CITY OF CARLSBAD COMM DE FAX NO. 4380894 P. 01 CERTIFICATE OF COMPLIANCE CITY OF CARLSBAD Plan Check NOq7O7f COMMUNITY DEVELOPMENT 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects sha l l b e issued until the certification is signed by the appropriate school district and returned to th e C i t y o f Carlsbad Building Department- SCHOOL DISTRICT: xx~Carlsbad Unified 801 Pine Avenue Carlsbad CA 92009 (434-0661) 72f- S Encinitas Union 101 South Rancho Santa Fe Rd Encinitas CA 92024 (944-4300) San Marcos Unified 1290 West San Marcos Blvd. San Marcos CA 92024 (744-4776) San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) Project Applicant; F /O) fl APN: -- - Project Address: /f2O P.1; Je I -. RESIDENTIAL; SQ. FT. of living area 21'2-7 number of dwelling units SQ. FT. of covered area SQ. FT. of garage area., COMMERClALJlNDUSTRlAL:)Q. FT. AREA - Prepared by Date FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1,. 1986. (other school fees paid) Other Residential Fee Levied: $5,389.36 based on 2929 Sq. ft. @ 1.84 Comm/Indust Fee Levied: $_____________ based on sq. ft. @ t?tc12:3I4:i-iiur4 Assistant Superintendent Business Services 5/30/97 Sc District Official - - Title Date a/AflJ