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Home My WebLink About1880 CANYON PL; ; CB900343; PermitStrt BUILDING PERMIT 02/27/90 16:04 Page 1 of 1 Job Address: 1880 CANYON PL Permit Type: MISCELLANEOUS Parcel No: 205-080-83-00 Valuation: 1,925 Construction Type: NEW Occupancy Group: Class Code: Description: RETAINING WALL 4.5 FT HI : 175 SF Permit No: CB900343 Project No: A9000428 Development No: Fl: Ste t 3659 02/27/90 0001 01 02 C-PRHT " 74.00 ** Fees Required *** Fees: Adjustments: Total Fees: Fee description 74 Miscellaneous Fee * MISCELLANEOUS T Status: ISSUED Applied : 02/27/90 Apr/Issue : Validated By. CD Fees Collected & Credits nit *** .00 .00 74.00 Ext fee Data 74.00 B & PC 74.00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carisbad CA 92009 (619) 438-1161 PERMIT APPLICATION City of Carlsbad Building Department 2075 Las Pal mas Dr., Carlsbad, CA 92009 (ei9) «8-nei 1. PERMIT TYPE A • [JCOMMERCIAL DNEU QTENANT IMPROVEMENT B - D INDUSTRIAL QNEW QTENANT IMPROVEMENT c - QRESIOENTIAL QAPAHTMENT QCONDO nsiNCLE FAMILY DWELLING QAODITION/ALTERATION QDUPLEX QDEMOLITION PRELOCATION QMOBILE HOME QELECTRICAL QPLUMBING QMECHANICAL nP°°L DSPA ^RETAINING WALL QSOLAR QOTHER 2. PROJECT INFORMATION PLAN CHECK No. EST. VAL PLAH CK DEPOSIT, VALID. BY. DATE FOR OFFICE USE ONLY Address Nearest Cross Streets Bunding or Suite No. LEGAL DESCRIPTION LotJIo.&Subdivision Name/NumberSubdiviC.T CHECK BELOW IF SUBMITTED: 02 Energy Celts Structural Calcs D 2 Soils Report Addressed Envelope ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK ffe.-Uin.03 - 3-5' 3. 4. 5. 6. BLDG. SO. FTG. CONTACT PERSON . NAME M»cktci crM&j A cm ^'W** lie. SIGNATURE * |/T-^— ^ ^14'** APPLICANT nMU« t , NAME &"6~K^ *.*** JK-TVl'H'HWy (-{« C.TY $AW& PROPERTY OWNER -, NAME C^-^Sit^ tC* *<a »r. r^fiXtf t CITY .St"- w\< ^CONTRACTOR , CITY <, ,.- # Of STORIES f r ^ ADDRESS "7*7 2^ ^ T STATE C*- • ZIP CODE ^5-OO*? 7j/G£NT FOR CONTRACTOR QOWNEft f*i^5 ADDRESS STATE ZIP CODE OWNER (-.•VcV ADDRESS STATE ZIP CODE 11$ |>X«S ADDRESS STATE ZIP CODE \ Ct*w\iv\o $i**-^ -1PZ-M DAY TELEPHONE £32 - ^^32- D AGENT FOR OUNER DAY TELEPHONE QLESSEE rjTE)WNT DAY TELEPHONE DAY TELEPHONE SIGNATURE LICENSE CL«S TITLE CITY BUSINESS L1C. # AT// DESIGNER NAME CITY ADDRESS ZIP CODE DAT TELEPHONE STATE L1C. # 7. WORKERS' COMPENSATION , t r^_ Corkers' Compensation Declaration: I hereby affirm that l^iave a certificate of consent to self-insure issued by the oTrector of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO.EXPIRATION DATE Certificate of Exempti< to become subjeg SIGNATURE 1 certify that in the performance of the work for which this permit is issued, f shall not employ any person in any manner he Workers' Compensation Laws of California. DATE 8. QWNER-BUILDERlDECLAWTIONmi _ _affirm that I anT exempt from the Contractor's License Law7or the following reason:Owner-Builder Declaration: nsation, will do the work and the structure is not i I, as owner of the property, am exclusively contracting yith licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 1 am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which retires a permit to construct, alter, improve, demolish, or repair any prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisi Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt -.*...•. -.., and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not structure, ons of the ;empt therefrom. more than five hundred dollars [$500]). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENT IAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D^ES Quo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? *• DYES QNO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES QNO IF ANT OF THE ANSWERS ARE VEs, A FINAL CERTIFICATE OF OCCUPANCY NAT NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT IMS MET OR 15 MEET I KG THE REOUlKEMEttTSOF THE OFFICE Of EHEBGENCT SERVICES AMD THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i> Civil Code). LENDER'S NAME O/w5wC/)7A-***1*!. LENDER'S ADDRESS 10. APPLICANT'S SIGNATURE [certify thaT I have read the application and state that the above information is correct. 1 agree to compiy with all City ordinances and State raws relating" to building construction. I hereby authorize representatives of the City 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 HAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. Expiration. Every permit issued by the Building Official under the provisions of this Code shafl expire by limitation and become nult and void if the building or work authorized by such permA is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time afte/rfie.w/lk is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLIC QOWMER CONTRACTOR PHONE APPROVED BY; DATE: ... HITE: File YELLOW: Applicant PINK: Finance 01/17/91 INSPECTION HISTORY LISTING FOR PERMIT* CB900343 DATE INSPECTION TYPE INSP ACT COMMENTS 03/28/90 Grout RI RI T3/MH/CHRIS/632-8032 03/28/90 Grout MP AP 03/26/90 Footing RI RI T2-MH-CHRIS-632-8032 03/26/90 Footing MP AP 03/21/90 Footing RI RI T2/MH/CHRIS/632-8032 03/21/90 Footing PD CO HIT <RETURN> TO CONTINUE... CORRECTION NOTICE ADDRESS: D APPROVED PLANS SHALL BE ON JOB SITE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATtf D INSULATION D INTERIOR LATH OR DRYWALL PLUM3JNG. . D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING O TOP OUT PLUMBING D SEWER AND PL/CO. C TUB OR SHOWER PAN D GAS TEST WATER HEATER (/] C 4- f V-v -I—. P 7 «<-~r- J-•+ D ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UFER GROUND D G.F.I. SMOKE DETECTOR 4 t e ?' I D MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR G GRADING D POOL D PATIO a SIGN D OTHER H L 1, TIME: v , ^^ -z-!V DATE: ^ ! \ (' 'i\ INSPECTOR 1 i CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE - 43*3550 ->^J-VT^^J^^^JU^>^^LjBtrf^J^.Mj»J^J^'Q I I 55* 18' 29" E| 70.07fcL- ••*3mmmm®mmm.v.W. V • iv.', v.- 4^ ,:•<SWiK^iSi : I tiou »*$ r-MW ">s°ih 5S! 2iSu U BD£« 8"8M W B "Sii *• 0 M 8w * : t- i £ 1 Q : : ^ v tc x * * • s &> a. e s 1 O ui u. O Z jf ^ 8 8m m «D a — _ — & & & H K F < m u CC I ? & c ec u u u u u u 000000 « N • « • •««-«-- M M M M M M K K C K K K <<<<<< **«*»» «- N n ^ to a **" £•<* 5^ o»• H* T.«n^s| *k O - .2 J^111b« » •"= •§ s_ v L>TABLECONCRETE BLOCK WALLS LEVEL OR SLOPING SURCHARGE S"S£° £° JioSi INSPECTIONS Call for inspections as follows: A. When the footing has been formed, with the steel tied securely in final position, and is ready for the concrete to be placed. B. Where cleanout holes are not provided: (1) After the blocks have been laid up to a height of 4'. or full height for walls up to 6', with th« steel in place but before the grout is poured and, |2) after the first lift is properly grouted, the blocks have been laid up to the top of the wall, with tt* steel tied securely in place, but before the upper lift is grouted. Where clean out holes are provided; After the blocks have been laid to the top of the wall, with the steel tied securely in piece, but before {routing. C. After grouting is completed and after rock or rubble wall drains are In place but before earth backfill Is placed, D. Final inspection when all work has been completed. WALL HEIGHT Wall height is measured from the top of the footing to the top of the wall. Walls not shown in the tables must be designed specifically for the existing condition. The walls shown here are designed as walls retaining earth banks from level to a slope of 1 horizontal to 1 vertical {sloping surcharge). There shall be no building foundation, drive- way, or other loading on the upper level within a distance equal to the height of the well. USE OF TABLES Determine height of wall to be constructed as described above and slope of retained earth. Using fable A for appropriate wall height and slope of retained earth, read T, R, & K designation & Footing W (Footing width). T, R, & K values can then be determined using Table B. i EXAMPLE: Wall height 6'-0"; slope of retained earth 3 horizontal to 1 vertical. FROM TABLE A: T - Type B wall R - Group 5 reinforcing stael K - Type E key FTG. Width - 2*-9" FROM TABLE B: Type B wall is Type I (see sketch) 8" concrete block. Group 5 reinforcing steel Is #4 Bars O 16" o/c. Type E key is 8" wide x 8" deep. CONCRETE MIX The mix for the concrete used for footings shall be 1 part Portland cement, 2% sand, and 314 parts 3/4" maximum size gravel, with not more than 7 gallons of water per sick of cement. MORTAR MIX The mix for block mortar shall be 1 Portland cement, 3% and. and * part hydrated lime or lime putty. Plastic cement may be used with 3 parts sand to 1 part plastic cement. GROUT MIX The mix for the grout shall be 1 part Portland cement to 3 parts sand and 2 parts pea gravel (3/8" aggregate), with water added to pouring consistency without segregation of the grout constituents. Plastic cement shall not be used for grout. ALL CELLS SHALL BE FILLED SOLID WITH GROUT Rod or vibrate grout within 10 minutes of poring to Insure solid consolidation. Bring grout to a point 2" from top of masonry units when grouting of second lift * to be continued at another time. MORTAR KEY To insure proper bonding between the footing and the first course of block, a mortar key shall be formed by embedding a flat 2 x 4 flush with and at the top of the freshly poured footing. It should be removed after the concrete has started to harden (approx. 1 hour). A mortar key may be omitted if the first course of block is set into the fresh con- crete when the footing it poured, and a good bond is obtained. HORIZONTAL STEEL Two #3 bars shell be plaad longitudinally in the footing as shown. One #3 bar in center of wall , or ladder mesh shell be placed longitudinally in the mortar Joint •vary sixteen inches as the blocks are laid up. WALL DRAINS Wall drains shall be provided at 6-foot intervals along the length of the wall and located at the level of the bottom course of block. They shall be 4" In diameter, formed by placing a block on Its side, or leaving out every head joint in the first course of block. Backfill behind wall drains or open heed Joints shall be loo* rubble or gravel. SOIL All footings shall extend at least 12" into undisturbed natural soil. Soil should be dampened prior to placing concrete in footings. STEEL LAP When one continuous bar cannot be used, a tap or spile* of thirty bar diameters shall be used. STANDARD NO SPECIFICATIONS FOR CONCRETE BLOCK WALLS BID-6 (10-80)