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Home My WebLink About2780 HIGHLAND DR; ; CB930052; PermitB U I L D I N G P E R M I T Permit No: C.8930052 03/12/93.16:02 . Project No: A9300062 Page 1 of I - . Development No; Job Address: 2780 HIGHLAND DR Suite: . Permit Type: SINGLE FAMILY DWLNG - DETACHED . . -1477 03/12/93 0001 01 02 Parcel No: 156-141-09-00: ' Lot#: .C-PRMT 1194100 Valuation:, 274,411 Construction Type: VN . . Occupancy Group: R3/M1 -Reference#/ Status: ISSUED Description: 3284. 2S + 637 SF CAR + 246 SF :Applied: 01/13/93 : DECK + 279 SF PORCH . . Api-/Issue: 03/12/93 Entered By: DC Appl•/Ownr : DCC CONSTRUCTION .. 619 434-3135 . •. 2892. JEFFERSON STREET 1 . .CARLSBAD, CA9200 - - ---- ----Clled&Cred--- Fees: 12,7/12. 00 ç ( \ Adjustments: r / \OO• -. .00 Total Fees: :12f7 T Payn: \ . 771.00 '. Balan\ f: \ .11,941.00 Fee description / fli Ext fee Data ---------------- Building Permit~ 0. 1252.00, .Plan-Check 0' 814.00 Strong MotionFee 27.00 S > 461000 2 * BUILDING TOTAL \ ( . 1952 12467.00 \I Enter 'Y' for Plumbingsç 20.00 Each Plumbing Fixture o\TrapJ fl> .00 98'.60 Each Building Sewer Ut ' 0 \i. 15.00 15.00 Each Instll/Répair Water Li > 1 . 7.00 . 7.00 Each-'Water Heater and/or Vent 1 - 7.00 . 7.00 Gas Piping System . > . 1 7.00.- ,. 7.00 Each VacuuiT Breaker - . > 2 7.00 14.00 * PLUMBING TOTAL . - 0 168.00 Enter "Y"-for Electric Issue Fee, > ' 0 . 10.00.1. * Single Phase Per. AMP - > . .100 - .25 25.00 *. ELECTRICAL TOTAL : . 0 35.00 - Enter 'Y' for Mechanical Issue Fee> 0 . . 15.00'Y Install Furn/Ducts > - 1 . 9.00 9.00 Eah -Install/Reloc Appliance Vent.> 4 4.50 18.00 MECHANICAL TOTAL . . .,0 . 42.00 - --- ,. -. .:, .. •. 7LAPPROVAL . - ; - . lNSI/2c1 1 AECLEARANCE-I~fdc'13 %' T-3a-- CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619)438-1161 .. S S 55 Permit No: SE930003 B U I L DI NC PE RN IT ,. . 03/12/93 16:00 - Project No: A9300062 Page .1 of I - -. Development No: Job Address: 2780 HIGHLANDDR Suite: Permit Type SEWER - RESIDENTIAL 1.477 03/12/93 0001 01 02 Parcel'No: 156-141-09-00 Lot#: C-PRMT 1610. 00 Valuation: 255,119 Construction Type: NEW '.. . Occupancy Group Reference# CB930052 Status APPROVED Déscii-ption: 3284 2S + 637- SF GARAGE Applied: 01/20/93 - -. - Apr/Issue: 01/20/93- -. .. - Entered By: S.S. Rèsp Party: DCC CONSTRUCTION 619 434-3135 2892 JEFFERSON STREET - S S CARLSBAD, CA--9200 *** Fees Required cted & Credits 00, Adjustments: ('00 To a r it-s: .00 .5 / \\• S Total Fees:- i61'0.u0. T rqeAn .00 / . Balan\15 e: . . 1,610.00 Feedesription f Ext fee Data 'Enter Number' of U t 1.00 Total EDUs 0 1.00 Sewer Fee. 1610.0-0- 610.00 - ------- ------- --------------- INCORPORATED 5• 5. - S CITY OF OF CARLSBAD - - - - - •5 2075-Las Palmas Dr., Carlsbad, CA 92009 (619)438-1161 - EcW'Ov7 City of Carlsbad Building Department 2075 Las PaLiis Dr. Carlsbad, CA 92009 (619) 438-1161 I. PERMf TYPE A - U Commercial U New Building . 0 Tenant Improvement B - 0 Industrial 0 New Building 0 Tenant Improvement C - Residential 0 Apartment :0 Cordo Xingle Family Dwelling 0 Addition/Alteration Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing 0 Mechanical 0 Pool U Spa 0 Retaining Wall 0 Solar 0 Other__________ 2. PROJECT INFORMATION - PLAN CHECK NO. ESTVAL PLAN CE DEPOSIT 77/ VALID. BY DATE - //J3/93 0792 01/13/93 0001 01 02 C-F'RMT 77100 FOR OFFICE USE ONLY A 1. aaress 7 > 14 (4(LA P4Lt p iuiiuing or auite NO. -. - Nearest Cross Street - LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. )e2 EnergyCalcs 2 Structural Calcs (2 Soils Report' DI Addressed Envelope AS SSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK FT. ,)'s' # OF STORIES .....................'II .II./ NAME ADDRESS CITY STATE ZIP CODE DAY TELEPHONE - 4. APPLICANT CONTRA(JIUR 0 AGENT FOR CONTRACTOR U OWNER 0 AGENI' FOR OWNER NAME ADDRESS P cr- CITY ' STATh ZIP CODE DAY TELEPHONE NAMEA( çt( 4ADDRESS CITY STATE C-A ZIP CODE DAY TELEPHONE NAME ADDRESS9a 5f-F€EccrJ CITY 'STATE . ZIP CODE DAY TELEPHONE 1/34. 3/3S STATE UC. LICENSE CLASS CITY BUSINESS LIC. # 561100 - bESINER NAM ( (ADDRESS rt'_ CI1Y,, STATE ZIP CODE . DAY TELEPHONe91.3sTAm DC. 7. WORKEfl' COMPEWiATION Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director 01 industrial Relations, ora 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. Q. INSURANCE COMPANY'1#!j (L POLlCYNO.J6J2dJ3!> EXPIRATION DATE .SLUIlSOLC¼flI..AlIIjJL1Ull. I ICLULJ LIII1I. III IlIC JCIILJIIIIQIILC UI Lilt YVULIL WI WIIILII UhIS ptiiiiit is issueu, I snaii not empioy any person in any manner so as to become subject to the Workers' Compensation Laws of California. ' SIGNATURE DATE - S. OWNER-BUILDER DECLARATION - Owner-Builder Declaration: I hereby affirm that I am exempt trom the Contractor's License Law for the tollowing reason: o '1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License law). - 0 1 am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE : DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES 0 N Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 13 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES . 0 N IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING 11W REQUIREMENTS OF 11W OFFICE OF EMERGENCY SERVICES AND THE AIR POU.U11ON CONTROL 0151111C17. 9. WNS7IRUCI1ON LENDING AGENCY I hereby affirm that there is a construction lending agency [or the perlormance 01 the work for which this permit is issued (Sec 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certfly that I have read the application and state that the above information is correct. 1 agree to comply with all City ordinances and State laws 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. UABIII1IlS JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CX)NSEQUENCE OF THE GRANTING OF THIS PERMIT. 0511k An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over' 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by-limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspend or abandoned a any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S SIGNATURE DATE: /r nA- - vvziiii: rue YLtLW\j: A . ..,-. . CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB930052 FOR 09/30/93 INSPECTOR AREA PD DESCRIPTION: 3284 2S + .637 SF GAR + 246 SF PLANCK# .CB930052 DECK +-279 SF. PORCH . 0CC GRP R3/M1 TYPE: SFD . CONSTR. TYPE VN JOB ADDRESS: 2780 HIGHLAND DR STE: LOT: APPLICANT: DCC CONSTRUCTION . PHONE: 619 434-3135 CONTRACTOR: PHONE: .• . .OWNER:-. PHONE: REMARKS: RS/. INSPECTO SPECIAL INSTRUCT: . . TOTAL TIME:. ., CD LVL DESCRIPTION ACT COMMENTS . . 19 • ST Final Structural '29 W PL Final Plumbing . 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY DATE DESCRIPTION .. . ACT INSP COMMENTS 092793 Final Combo •. CO PD 092493 Final Combo CO PD - 092093 Final Combo • CO PD OK TO RELEASE ELEC METER 091093 Final Combo CO PD 062393 Exterior Lath/Drywall . AP TP 062393 Interior Lath/Drywall AP TP DN STR & EXT WALLS ONLY 062293 Interior Lath/Drywall . NR TP 062293 Exterior Lath/Drywall. NR TP S .060493 Insulation . . AP PD 060193 Rough Combo AP PD .0K TO INSULATE 052693 Rough Combo. CO PD S 052093. Shear Panels/HD's . AP PD 051993.. Shear Panels/HD's • CO PD 05189.3 •Roof/Reroof AP PD • 032593 Sewer/Water Service AP PD 032493 Sewer/Water Service AP PD . 032393 Ftg/Foundation/Piers AP PD • 032293. Ftg/Foundation/Piers CO PD NOT READY 9:30 031993 Ftg/Foundation/Piers AP PY GRG STEM WALLS . ONLY :. .0)31793 underground/Under Floor AP PD . • ,d. . . • - -A • S •S • - - 'FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING PLAN CHECK#: CB930052 DATE: 09/28/93 PERMIT#: CB930052 • PERMIT TYPE: SFD PROJECT NAME: 3284 2S + 637 SF GAR + 246 SF DECK + 279 SF PORCH 'ADDRESS: 2780 HIGHLAND DR CONTACT PERSON/PHONE#: NH - • SEWER DIST: / WATER DIST: , • ------------ BY:- INSPECTED: C1127/t9s APPROVED DISAPPROVED INSPECTED' DATE BY:, INSPECTED: • APPROVED - DISAPPROVED INSPECTED DATE 0 0 [By:` INSPECTED APPROVED - DISAPPROVED - COMMENTS: • 0 ' 0 S . 0 - 0 0 •0 • 0 0 . S - 0 0 0 - 0' W • I • I . OF CARL5 I l)th& cpr Ex Et 4 4 At , 4A c w -rEep2cc,F1N O 171E $ )7S40I t3 71 -' I, I Z-0 P S t4 EE 4S72J-J ac ThE 77-/4T /4(-S I S. t. 47 774(S IS 2 4 bOf-1LD ttf r77746- HOf'1 15 PuLL'Y &uA4rEEt '( -T1-)E CON 7c-ro(e ( 1)cC V 1 %h'Day ur,nr t I P R OPD - - - •- • 4 -•.. - -. M • . .. . - -- - 4 . . • ( ? 4 - I 12 ESGIL CORPORATION - 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 - (619)560-1468 5'- 5 DATE Mta.,r gg AP JURISDICTION: crLshad . ' flPLAN CHECKER - OFILE COPY PLAN. CHECK NO: . SET: UPS - - ODESIGNER -5. PROJECT ADDRESS: 79 PROJECT NAME '-I Theplans-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 buildingcodes when minor deficien- cies idetitified h4- are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies . identified on the enclosed 'check list and should be corrected- S and resubmitted for a complete recheck The checklist transmitted herewith is for your information. The plans are being held at Esgil Corp until corrected plans are submitted for recheck :Th..applicantls copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to Esgil staff didnot advise the applicant contact person that plàn..check has been completed. - _•5_' . - I - fl Esgil staff did advise applicant that the plan check been completed. Person contacted: - . Date contacted: Telephone # REMARKS 43_f'r_ti _/eaiv4_4rc,il_*t re ri ç 1• - ' ~J,,j,- I-Ae -i'red CuPs - - •: 'By: Endsures: . ' ES IL CORPORATION 2/ S DGA 0CM - I - ESGIL CORPORATION - 9320 CHESAPEAKE DR, SUITE 208 SAN DIEGO, CA 92 123 (619) 5601468 DATE rL -y L1 jg ' 'DcTN JURISDICTION: flPLAN CHECKER DFILE COPY PLAN CHECK NO: SET: - DDESIGNER PROJECT ADDRESS: a 77 J. PROJECT NAME HA e,5_5/i 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 deficien- cies identified are resolved and checked by building department staff . ':' -:' j ., - - - The plans transmitted herewith have significant deficiencies cdentified bn the enclosed check list and should be corrected and resubmitted for a complete recheck. - The check list transmitted herewith is for your information. plans are being held at Esgil Corp. until corrected 7. are.submitted for recheck. The applicant's copy OIL-the check list is enclosed for the jurisdiction to return to the applicant contact parson. rM • The applicant's copy of the check list has been sent to J d1 2 9 g a / (r/i4a'd 17, '••- - Esgil staff did not. 'advise the applicant contact person that plan check has been completed 1 ,Esgil staff did advise applicant that the plan check has been completed Person contacted Gra.,v,i/eL, Date contacted Z1 Telephone #___ 7- 62 37 REMARKS ..- $ •' ' '' - • .,*By: Enclosures ESGIL CORPORATION EGA 0CM - •,.•. S S •- 5'. JURISDICTION: ta.r/$1(71ad. Date plans received by plan checker:_________________ PLAN CHECK NO 93- 5Z _Zr Date plan recheck completed 211S/13 By PROJECT ADDRESS 27 p /a L)1- IJ TO: I- : RECHECK PLAN CORRECTION SHEET FOREWORD: PLEASE READ : - Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced . by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by, the Planning Department, Engineering Department or other departments. The items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. - - - - -. .' A. PLANS The following items have not been resolved from previous plan reviews. The original Please make all corrections on the original correction number has been given for your tracings and submit two new sets of prints, - reference. In case you did not keep a copy and any original plan sets that may have been of the prior correction list, we have returned to you by the jurisdiction, to: enclosed those pages containing the still - outstanding corrections. Please contact me if you have any questions regarding these -_ ..-• - • i' C,r-p. items. -' •••, (,) Please indicate here if any changes have been made to the plans that are not a result - •( 4, 4. To facilitate rechecking, please identify, of corrections from this list. If there are next to each item, the sheet of the plans other changes, please briefly describe them 'upon which each correction on this sheet has and where they are located on the plans. been made and return this check sheet with .. i the revised plans. • Have changes been • made to the plans not • 2 . , , . resulting from this correction list? Please check Yes No 4. 4 A 4 / / -• Ti-' - i3 the— _rvic n t..i- ,-e ,- yi '-r kS. re. /s __ / 0 ' 77 o tAt / o1 USC. C6.. c s/o t7'14. h'r 7p kl Ca 71,7 ,/ ? i-Oi '•1 1-At g r r o6 4i i 7%i / /ç AQ t d5 in / 7 , g / 4 '/7 i-/W 41pM5 f5a / fr ,y 747 ,e e i's /tl 5 u , ,, - 71 nu 7L /a,/ Form No. RPCS.41290 . - —w1,,irNZijvLc — .W)j!'LIr - Wp7g,irra..iIii ESGILCORPORATION 9320 CHESAPEAKE DR., SUIT 1- 208 SAN DIEGO, CA 92123 (619)560-1468 DATE: Oa'u.L.r-y c;21 q JURISDICTION: CARLSBAD PLAN CHECK NO: 935g SET: PROJECT ADDRESS: • 7° PROJECT NAME: J. _________________________________ O A P P L JUR SDICTION []PLAN CHEER [—,FILE COPY DUPS DDESIGNER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herwith will substantially comply with the jurisdiction's-building codes when minor deficien- cies identified . are resolved and checked by building department staff 41 . The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a cornolete recheck . The check list transmitted herewith is for your information. The, plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the check list has been sent to - J Esgil staff did not advise the applicant contact person that plan check has been completed. fl Esgil staff did advise applicant that the plan check has been completed. . Person contacted: • • '••• ,••-•-'.•..•- .- Date'contácted: _• Telephone LI REMARKS - By: Enclosures - ES IL CORPORATION ilpy • [I-GA DCM :• .4 4 4 .4 PLANCEECK, NO:—C3_5 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform JURISDICTION: CITY OF CARLSBAD Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on .:iO: regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances by the Planning Department, 4 . Engineering Department or other departments. Present California law mandates that residential ICLOSUR construction comply with Title 24 and the following .4 * model codes 1991 UBC (eff. 8/14/92) ,4-- -4 - 1991 UPC (eff. 8/14/92), .-'. . 1990 C (eff. 7/1/91) PROJT ADDRESS 1991 UMC (eff 8/14/92) c72 % H,'fr.I.v'( L' The above regulations apply to residential construction, regardless of the code editions -FIL)OR AREA: -k Lj M 37') adopted by ordinance. STORIES: The circled items listed need clarification, modification or change All items have to be -HKI: satisfied before the plans will be in conformance with the cited codes and regulations Per Sec R1ARKS 303(c), 1991 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, note on this list (or a copy where each correction item has been PLAN CORRECTION SHPkT . addressed i.e., plan sheet specification etc Be CITY OF CARLSBAD sure to enclose the marked up list when you submit SIN(LR FAMILY AND DUPLEX DWELLINGS the revised plans .4 -•--.- 4 ) '7. 4 4 4•- 4 Date plans received by jurisdiction Date, plans plans received by Esgil Corporation A Itci, '-- Date initial plan check completed: fztk By Applicant contact person Jv1I Telephone If 3q-3 --k- N: PA NOT IN nqmm AS PAGES Ham NO rnm maDiNG.coRmmoNs WERE DELEm). - -JI •.- . . • ' List No 2, Carlsbad Single Family Dwelling and Duplex With All Supplements (1991 IJBC) F ., ".4 • - 4*• • .' . 41 S - • -. PUNS 1. Show on the title sheet all structures, pools, 1. Please make all corrections on the original / walls, etc. included under this application. Any portion of the.project shown on the site tracings and submit two new sets of prints, to: plan that is not included with the building permit application filed should be clearly Esgil Corporation, 9320 Chesapeake Drive, identified as "not included." Suite D208, San Diego, California 92123, (619) 560-1468. 3)1. Clearly show if the lower level is a basement - V / or a story, based on the definitions in Please make all corrections on the original Sections 403 and 420. Plot the finish grade • tracings and submit two new sets of prints, to: (as defined) on the elevations and dimension the distance to the floor above, for story The jurisdiction's building department. determination. f.V Indicate on the Title Sheet of the plans, the - (2. On the cover sheet of the plans, specify any name of the legal owner and name of 'person / items requiring special inspection, in a responsible for the preparation of the plans. I format similar to that shown below or sticky Section 302(a)7. V V back. j. - All sheets of plans must be signed by the. REQUIRED SPECIAL INSPECTIONS person responsible for their preparation. In addition to the regular inspections, the V (California Business and Professions Code). following checked items will also require / V Special Inspection in accordance with Sec. 306 G -Plans, specifications and calculations shall be of the Uniform Building Code. . signed, by the California state licensed V V - engineer or architect responsible for their irni - REQ. IF REMARKS : preparation, for plans deviating from CHECKED V V conventional wood frame construction. Specify SOILS COMPLIANCE • expiratirn date .of license. (California PRIOR TO Business and Professions Code). FOUNDATION INSP. V V V Specify on the Title Sheet of the plans the STRUCTURAL CONCRETE V . gross floor area of each element of this . OVER 2500 PSI V V project including dwelling, garage, carport, - patio, deck and balcony. Section 302(d). PRESTRESSED STEEL V Provide a statement on the Title Sheet of the FIELD WELDING plans that this project shall comply with Title V V V 24 and 1991 1.rBc; UMC and UPC and 1990 NEC.' HIGH STRENGTH BOLTS ç/. V Submit fully dimensioned plot plan drawn to EXPANSION ANCHORS V /- scale showing location, size, and use of all existing and proposed structures on the lot. V SPECIAL MASONRY V V Identify -property lines and show lot dimensions and all easements. Show location of all cut or SPRAYED ON FIRE fill slopes. Show finish floor elevations and V PROOFING. V V • V V V V show elevations of adjacent finish Vgrade. V - Show drainage patterns with minimum slopes. PILES/CAISSONS Section-'302(d).. DESIGNER-SPECIFIED V 9/ Indicate distance from property lines to V proposed construction. Section 302(d). OTHER V V V - V FIRE PROTX'rION - -Exterior galls closer than 3 feet to property/3. lines shall be one-hour rated construction and V V • ' - ' have no openings. Table 5-A. 4 V - V S V V 8/5/92 2 • - V - Exterior walls closer than 3 feet 'to a line have 30 inch when 23. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall property shall parapets / the floor area per floor exceeds 1,000 square not exceed 44" above the floor. gwindp, feet. See Section 1710 for possible exception. must have an openable area of at least 5.7 square feet with the minimum openable wid Projections, including eaves, may not extend 20" and the minimum openable height 24". (" more than 12 inches into the 3 foot setback Section 1204. ,,4', L- s /vt from the property line. Section.504(b). . , .'pe b(ec_c-e. &. sjde.. ' I 2(e. asesnents in dwelling units shall comly withh 1. Eaves over required windows shall be not less the above (even if not designated as sleeping''Hea, I, than-3.0 inches from the side and rear property rooms). Section 1204. lines. Section 504(a). ' Window area must be at least 1/10 of the, floor 11. Projections, including eaves, shall be one-hour / area and a minimum of 10 square feet per, / fire-resistive construction, heavy timber or of Section 1205 (b). Appears to be deficient in noncombustible material if they project into - ,'the 3' setback area from the property line. - Section 1711. . 1. Plastic skylights shall not be installed within sc.e- b.I'c4 . J . ' that portion of a roof locatd within a ' ' 26. Opena le window area' in habitable rooms must distance to property line where openings in be 1/20 of the floor area and a.mininium of 5 • exterior walls are prohibited or required to be square feet. In bathrooms, laundry rooms and protected. Section 5207 (a) 7. similar rooms 1/20 of area 'is. required and minimum is 1.5.-sq. ft. Section 1205 (c). 1. Show locations of permanently wired smoke detector with battery backup: 7//. At least 1/2 of the coon wall must be open Inside-each bedroom. • and have an opening not less than 25 sq. ft. • 'Centrally located in corridor or area nor one tenth of the floor area of the' - giving access to sleeping rooms. interior room if light and ventilation is -. On each story. being supplied from an adjacent room. -. . d: In -the basement, if part of the dwelling Section 1205 (a). unit. e." When sleeping rooms are upstairs, at the 20. Required windows shall not open into a roofed upper level in close proximity to the . / porch unless the ceiling height is at least 7 stair. ' . feet, the longer side is at least 65% open, - .- f. In rooms adjacent to hallways serving and the porch abuts a'street, yard or court. • ' • bedrooms, when such rooms have a ceiling. Section 1205 (a). height 24 inches or more above the * ceiling height in the hallway. 2. Provide mechanical ventilation capable of N0TE: Detectors shall sound an alarm audible / providing five air changes per hour in ' ' in all sleeping 'areas of the-unit. Section bathrooms, water closet compartments, laundry, rooms and similar rooms if required openable : [. windows are not provided. Section,1205 (c). 2q. When, the, valuation of a- room addition or repair exceeds $1,000, 'or when sleeping rooms 30. Note that the discharge point for exhaust air ' are created, smoke detectors shall be. provided will be at least 3 feet from any opening into at existing bedrooms. per item 19 above, the building. Section 1205(c). - . Section 1210. - •' - ,: 311. Ductless fans cannot be used in bathrooms if a. GENERAL RIDTIAL RiiiicvTS ' J tub or shower is present. Section 1205(c). •-, 2L. Habitable rooms,'- other'- than kitchens, shall 3/. Show that ceiling height for habitable rooms contain at least 70 square feet of floor area, is a minimum of 7'611. Section 1207 (a). " At least' one room shall have tot less thah 120 - • . - square feet of floor area. Section 1207 (b). 3 Show ceiling height for laundry rooms, 2 I . No habitable room, other than a kitchen, shall hallways, corridors, and bathrooms is a minimum of 710". Section 1207 (a). be less than 71011 in any dimension. Section -. ' 1207 (c). ' •- . Swater Dimension on the plans 30" clear width for - closet compartments and 24" clearance in front of water-closet. Section 511 (a). y, elf _w" o ,i '-1-- d,,ec, /- 7%4cr I- a a't ve41 ppetw j(e 'p SOf C-/cr.r1 0 c- e.ae41 AJ itt I3i i c' re - 5/22/92 3 -• •---- :'- '. ' - . . . / ral Ot 35; Show safety glazing Ln the following 42.' Provide 36" high protective railing for '5 6a- ations, per Section 540 (d): porches, balconies, and. open sides of stair Where the nearest edge of glazing is landings. Openings between railings shall be within a 24-inch arc f either side of a less than 4". The triangular openings formed - door in a c ose position (unless there is by the riser, tread and bottom elements of a an intervening wall between the door. and guardrail at a stair shall be less than 6". the glazing or if-the glazing is 51 -0" or Section 1712. higher above ,the walking surface). Glazing greater than 9 square feet with 43. Show how guardrail connection details are the bottom edge less than 18" above the adequate to support 20 pounds per, lineal foot floor and the top edge greater than 36" at a right angle to the top rail. Table 23-B. - • . above the floor (unless the glazing is - more than 36" horizontally away from D4.Provide stairva' and landing details. Section -. .walking . surfaces or if .a complying 3306 (b), (c) and (o). oq-~ protective bar is installed).. .'S ..* Glazing in shower and tub, enclosures a. Maximum rise is 7" and minimum run is ',(including windows within 5 feet of tub 11". When the stairs serves less than 10 or shower floor). s?oJ A- occupants, or serves an unoccupied roof, rise may be 8" maximum and run. 9" 3(. 'Walls and floors separating units in a duplex . minimum. shall be of one-hour fire-resistive -construction. . Provide details of the , . Minimum headroom is 6'-811. assemblies. Section 1202(b). . Minimum width is 36". - ,..' •. 37.. A mezzanine is an intermediate floor and may - /-...not have a floor area exceeding'33 1/3 percent 45. All handrails per Section 3306 (i),. s1a'll of the total floor area in the room below. The- satisfy the following: "S mezzanine floor' must have a clear height of 7 feet, above and below, and must have the long a. Provide handrail for stairways with 4 or side open to the ,room below except for posts more risers. - and protective walls or railings not exceeding ' - 44" in height. Section 1717. , b. Handrails and handrail extensions shall - - . S • • . . be'34" to 38" above the nosing of treads. 3. The loft you show does riot comply as a - - - / mezzanine 'floor and is, by Uniform Building ' c. The handgrip portion of handrail shall be Code definition, a story. Section 1717. - not less than 1 1/211, nor more than 2" in -I- . cross-sectional dimension. - - 3'. Dwellings used for dayca.re for 7 to 12 children I shall comply with the special requirements in - -' Y. Except for stairs serving only 'one chapter 12 of Title 24. . ( tenant, handrails shall be extended .12" beyond the top and bottom of the stair. EXITS. STAIRWAYS, AND RA11ThGS ' S ' , •4% Every , stairway landing shall have a 4p. Floors above the second 'story shall have not ( dimension, measured in the direction of less than 2 exits. Exceptions: 1. Occupied ' travel, at least equal to the stairway width. roofs may have one exit if such occupied areas 'If a door occurs at the landing, such - , are less than 500 square feet and located no dimension need not exceed 36 inches. Section higher than immediately above the second story. 3306 (g), 3304 (j). 2 When the third floor within a unit does not / exceed 500 sq. ft., only ,'one exit need be L?7. An interior door may open at,a landing that is provided. Section 3303(a).., -' - ' - ( not more than 8" lower than the floor level, / provided the door does not swing over the - ' Required exit doorways shall be not-less than landing. Section 3304(i). .361" in width and not less than'618" in height. 4ft. Provide details of winding stairway complying - ' ' _5 • . ' ( with Section 3306 (d): Minimum tread is 6. inches at any point -' .. -• . and minimum 9' inches at a point'lZ' inches - ' from, where the treads are narrowest. Maximum rise is 8 inches. C. Minimum width is 36 inches. -,'•''''..S.----.'. ..'.• .. • • S - ' ' S ' - - S • - - 5 -- 5,- '9/2/92 4 . 49'. •'1Prb'.ride I •3306(f): spiral stairway details, per Section çh. / Provide skylight details to show compliance With Sections 3401 and 5207 or provide f-. . . I.C.B.0. approval number. , . . Minimum run is 7 1/2 inches measured at a point 12 inches from where the treads are . Plastic skylights must be separated from each • the narrowest. ( other by at least ,4 feet, unless they are over - the same room.and their combined area does not Maximum rise is 9 1/2 inches. Maximum exceed 100 square feet (or 200 square feet if - clear opening between risers is 6 inches. the plastic is a "CCI" material). Section • 5207 (a) 6. C. Minimum headroom is 6 feet 8 inches 61. Show attic ventilation. Minimum vent area is d. The tread must provide a clear walking I 1/150 of attic area or 1/300 of attic area if area -measuring at least 26 inches from the at least 50% of the required vent is at least - outer edge of the supporting column to the 3 feet above eave vents or cornice vents. inner edge of the handrail. Show required area and area provided. / . . . Section 3205 (c). (50. Spiral stairways may not be used for required • exits when the area served is greater than 400 CONCRETE AND MASONRY . . fji. sq. ft. Section 330.6 (fi). . . Provide I.C.B.0. Research Report and number for 6Ji. f Provide fireplace construction details or note construction to be per attached fireplace meta1 stairway, or submit plans and standard drawing. Chapter 37. - ;. calculations and approved fabricator registered I with the building department or note that the 6. Show anchored veneer support and connections stairway fabrication plans shall be submitted ( attached to wood in Seismic Zones 3 and 4, • to and approved by.the building official prior comply with Section 3006 (d)l and Section 2515 to installation. (a). Show ties, #9 wire in horizontal I.,. joints, etc. 5. Exterior stairways shall not project into the 3 foot setback from ,the property lines. Section 6. Show height and construction details of. all 3306 (in). . I conèrete and masonry walls. Chapters 24 and - •. ,' . 26. . - 5t. The walls and soffits of the. enclosed usable space under interior stairs shall be protected 64. Show floor and roof connections to masonry and, on the enclosed side as required'for one-hour I concrete walls. Connection shall-resist 200 fire-resistiveconstruction. Section 3306 (1). pounds per lineal foot or the actual design load, whichever is greater. Cross grain Within units, show that corridors have a tension or bending in wood ledgers is not / minimum width of 36 inches. Section 3305 (b). permitted. - / - Section 2310. - -- ROOFDG I -: / 6. Show a minimum 2" air space and flashing - 75. Specify roof slope. I between planter and building walls. -(- Section 2516 (c) 7. Roof slope -is not adequate for roof type . • - -I • , 'specified. -Table 32-B, D and E. GARAGE AND CARPORTS - s). Specify roof material and application. 6. Garage requires one-hour fire protection on Chapter 32. - / - the garage- side of walls and ceiling common to - • . . the dwelling. Table 5-B, Section -503 (d). 58.. Specify I.C.B.O. or. U.L. approval number for. . , - roof -materials-., not covered in IJ.B.C., e.g., 7çh All elements supporting floor above garage, -: - tile,' etc. Section 107. '-. I including walls supporting floor joists, must ' . . have one-hour- fire-resistive protection on the 59 Specify minimum .1/4 inch per fâot- roof slope- garagg side. Section 503 (b) for drainage or design to support -accumulated - water. Section-3207 (a) and Section 2305 (f). 7. Show a self-closing, door, either 1-3/8" solid f dt&45 . . core or a listed 20-minute assembly, for. .60 Show roof drains and overflows. Section 3207. openings between garage and dwelling. • - • Section 503 (d). 4 • • - 5/22/92 • • • • - - - 5 • - .• . 4' il. Garages are not permitted to open into a room 81. Provide a letter from the soils engineer I used for sleeping purposes. Section 1104. confirming that the foundation plan, grading - plan and specifications have been reviewed 'and 7. An occupancy separation is not required between that it has been determined that the (carport and residence, provided the carport is recommendations in the soils report are - open on two or more sides and has no enclosed properly incorporated into the construction uses above. Section 503 (a) Exception 3. documents ( required by the soil-report). 71k Show garage framing sections, size of header . Show height-of all foundation walls. Chapter I over garage opening, lateral cross bracing at (. 23. • plate line, method bracing garage front and / • holddowns if required. Chapter 23. 3. Show height of retained earth on all foundation walls. Chapter 23. - NOTE: Maximum shear panel height-to-width ratio is '3 1/2 to 1 for plywood. Table 25-I. 84 If cut or fill slopes exist, show distance from foundation to edge of cut or fill slopes 715 Doors may open into the garage only if the and show steepness and 'heights of cuts and / floor or landing in the garage.is not more than fills. one inch lower than the door threshold. '- Chapter 29. S- tt4e_ ) - Section 3304 (,.). 5. Ck, aA Cor'b+tsn ,Iec"'' Note on plans that wood shall be 6" minimum 76 Provide an 18"' raised platform for any FAU, I above finish grade. Section 2907 (a). water heater, -or other device 'in the garage - which may generate' a flame or spark. UMC . Note on plans 'that surface water will drain Section 508, UPC Section 1310 (a). I away from building and show drainage pattern - . and key elevations. Section 2905 (f). . / FOUNDATION xauJici24F2TS . ' •• 8. Dimension foundation per U.B.C. Table 29A: -' -. 77/ Per soils report, note on the plan the soils ,- '/ classification, whether or not the soil is Floors 'Footing -. -'-s expansive and the allowable bearing value. Supported* Stenwall Width Depth Thickness Section 2905 (c); 1 6" 12" 12" 6" - ' '() The foundation plan does not comply with the 2 8" 15" 18" .711 . soils report recommendations for this. project. 3 10" '18" 24" 8" 'Please review the report and modify design, motes and details as required to show Foundations may support a roof in addition to the • •. compliance:Th. r-p.9r4-- 'pr-ed'. floors. Where only a roof is supported, use ' -- ,. I, I' foundation for one floor. - • Pr7'i,it, ar ti1'o(a-L_k4-Fe-r. I Show foundation sills to be pressure treated, 7p. Provide notes on the foundation plan listing or equal. Section 2516 (c) 3. the soils report recommendation for foundations, slab and building pad preparation. 89. Show foundation bolt size and spacing. "- - Section 2907 (f). ci~ 4'r- oc4,c,r- ho j+ 80. The 'soils engineer recommended that he/she sin tI-4a bk v m Ato. - review the foundation excavations. Note on 96. Specify size, I.C.B.0. number and manufacturer. "Prior the foundation plan that to the ' of power driven pins and expansion anchors. contractor, requesting a Building Department Show edge, end distances and spacing. :' foundation inspection, the soils engineer . Section 302.(d). shall advise the building official in writing -, '. that: - - - ''H' ' - 91. If required, show size, embedment and location - -" •• ' of hold down anchors on foudation plan. '-. 1. The building pad was prepared in, , Section 302 (d). PrvdL - - -. - ' accordance with the soils report, - . *. Ssn*pe*#* If hold downs are required, note on plan that . •. - - 2. The utility trenches have been properly ( hold down anchors must be tied in' place prior backfilled and compacted, and - ,to foundation inspection. Section 305 (e) 1. - .3. The foundation excavations comply with 9. Show adequate footings under all bearing walls - the intent of the soils report". and shear walls. Section 2907 (b). - .. .. r - - • - - 1. - . . - •. .• " ',, ...... . . - 5/22/92- . . '• . - - 6' -'- . .4 . -'.• - I-, • , - • .• . - - ':. - - -- ir Show 'on the plans stepped footings for slopes ..steeper than 1:10. Section 2907 (c). 95. Show 'minimum '18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2. -. --9,L.. Show pier size, spacing and depth into .1 undisturbedsoil. Table 29-A. Show minimum underfloor access of 18" x ( Section' 2516 (c)2. Show minimum underfloor ventilation equal to 1 ( , sq; ft. for each 150 sq. ft. of underfloor - area. Openings shall, be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. - '•- '- FRAXLNG 19'. Show double top 'plate with minimum 48" lap I splice. Section 2517 (g) 2. Show nailing will be in compliance with Table, 25-Q. ,l8. Show or note fire blocks at the followin (. locations per Section 2516 (f): 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; C. In concealed .spaces between stair stringers at the top and bottom of the - . run and between studs along and inline .9g.. Show wall'bracing. Every exterior wood stud with the run of stairs if the walls under wall and main cross-stud partition shall be the stairs are unfinished; - braced at each end at least every 25 feet of 'length with 1 x 4 diagonal let-in •braces or d. In openings around vents, pipes, ducts, , "equivalent. ' Section 2517 (g) 3, Table 25-V. chimneys, fireplaces and similar openings \ which afford a passage for fire at' In 2-story buildings, shear panels at the ceiling and floor levels, with first story (at least 48 inches in width) noncombustible materials; and shall be located at each end or as near '. , thereto. as, possible and comprise at least 25 e. At openings between attic spaces and percent of the linear length of the wall, or chimney, chases for factory-built "-'• s'.,. "provide design. Section 2517(g)3, Table 25-V. chimneys. "I. . -ri1. Note cross bridging or blocking. Floor joists 194. In duplexes, draft stops shall be provided in ( and rafters 12" or more in depth shall be / floor-ceiling assemblies and attics in line ' supported laterally by. bridging at intervals with walls separating units and separating - not exceeding 8 feet, unless both edges are units from common areas. Section 2516(f)4. 'held inline. Sec. .2506 (h).. . . I / liP Show stud size and spacing Maximum allowable lOft. Show blocking at ends and at supports of floor ' , ( stud heights: Bearing wall: 2 x4 and 2 x 6 ' f joists, rafters and trusses at exterior walls. max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6 . •* Section 2517 (d) 3, 2517 (h) 7. . max. 201. Table 25-R-3. -• Bearing partitions, perpendicular to joists, 1(1. Studs supporting two floors, a roof 'and / shall not be offset from supporting girders, I ceiling must be 3 x 4 or 2 x 6 at. 16" o.c. . -beams, walls or partitions, more than the depth Table 25-R-3. ' of the "joist. Section 2517 (d) 5. ' j 10 Show ties Rafter be l Note on A I T C Certificate of Compliance for rafter ties shall spaced glued laminated wood members shall be given to / not more than 4 feet on center and be just ' the building inspector prior to installation., above the ceiling joists, where rafters and - Section 2505. -- -:ceiling joists are not parallel. Section 2517 . •'' ' (h) 5. " . - : . ' , Detail all post-to-beam and post-to-footing - connections and reference the detail to the Show rafter purlin braces tó'be 'not less than' ' -plan. Section 2516 (m).Sh,K,- f15 45 degrees to the' horizontal. 44.L_ 6eaos' Section 2517 (h) 6. ' . Detail shear transfer connections, including roof and 'floor diaphragms, to -shear walls. Section 2513 \_- -",,• -'•' . .. , ' , 't, '--..-' S . 0-' , '. . . • '..' 5/22/92 p - Specify nail size and spacing for all shear l7. Show location f attic access with a minimum walls, floor and roof diaphragms. Indicate / size of 22"x30", unless the maximum vertical required blocking. Maintain maximum diaphragm headroom height in the attic is less than 30". - dimension ratios. [Tables 25 I, J, K and Access must be provided to each separated • -Section 4714 (d)]. attic area, shall be located in a hallway or other readily accessible location and 30" 116 Provide truss details and truss calculations headroom clearance is required above the for this project. Specify truss identification opening. Section 3205(a). numbers on the- plans. -C+ f'J"/ cly mL_4 - - L p,.vc4 NOW. - 47. Sho 1/2" minimum clearance between top plate 12,S. I Show location of attic access with minimum size 22" x 30". Section 3205. - of interior partitions and bottom chord of trusses. (To ensure loading will be as 12. Detail truss layout for 30" x 30" attic • designed). / access, if required for equipment in the attic, and detail 30" x 30" clearance through l),. Provide roof framing plan and floor framing truss webs. - plan. Section 302 (d). ) ., ,. 13p. Specify plywood and/or particle board 19. Provide framing. sections through. - . ( thickness, grade and panel span rating. - Table 25-S. - . - - 134. Show plywood sheathing over exposed eaves, or - . - other weather exposed areas, is "bonded with Section 302 (d). exterior glue." Plywood used for exterior - / . - wall covering shall be the exterior type. -- . 12. Specify all header sizes for opening over 4' Section 2516 (i), 2516(g)3. I - wide. Section 2517 (g) 5. ( - - 13g. When roof pitch is less than 3:12, design Y. Y Provide calculations for main vertical and / ridge as a beam. Section 2517 (h). horizontal framing members and post footings. -- - Section 302 (b). l3. Ridges, hips, and valleys shall be at least . ( one size larger than supported rafters. Provide calculations for lateral loads, shear Section 2517 (h) 3. • panels, shear transfer and related. Section 302 (b). . 1 I 4. In open beam construction, provide strap ties J . . - across the beams at the ridge support. 12/3. In Seismic Zones 3 and 4, the allowable shear . Section 2501 (b). f wall values for drywall in Table 47-I must be ,.-- reduced 50 percent when considering earthquake 135. If foundation cripple wall studs are les -- loads. This dogs not apply to wind loads, than 14" high, framing shall be slid • . Footnote 1. blocking, or sheathed with plywood. Section • • / 2517 (g) 4. Se "a ny WiI ' en" l4. Show on the plans all structural- requirements - ,.developed in the structural calculations. l. Cripple wall studs exceeding 4 feet in height Section 302 (d). (See comments below or at I shall be 3 inch by 4 inch or 2 inches by 6 end.) . inches when supporting 2 stories. Section 2517 (g) 4. - 12. Columns and posts located on .concrete or / :aSOflh1J floors or decks exposed to the weather 137. Note on the plans that "all weather-exposed - or to water splash or in basements and which ( surfaces shall have a weather-resistive - support permanent structures shall be barrier to protect the interior wall covering - - supported by concrete piers or metal pedestals and that exterior openings shall be flashed in - - . projecting above floors unless approved wood such a manner as to make them weatherproof". of natural resistance to decay or treated wood Section 1708. . .. • , is used. Section 2516 (c) 4... . - . . . . MANICAL (uwrFoJ4 MECHANICAL (DDE) * - . 12. Individual concrete or masonry piers shall - • project at least 8 inches above exposed ground All heating, ventilating, and cooling systems and . )unless the columns or posts which they support appliances shall comply with the Uniform Mechanical - - are of approved wood of natural resistance to Code. - decay or treated wood is used. • Section 2516 (c) 4. - 5/22/92 . . 8 I I -' '13 Show ,the ,Size, location and type of all l/L. Provide dryer vent to outside. UMC, Section / heating and cooling appliances or systems f 1903 1 Every dwelling unit shall be provided with KLEMICAL (4AflOXAL ELECTUCAL (X)DE) heating facilities capable of maintaining a room temperature of 70 degrees F. at 3feet All wiring shall comply with the National above the floor in all habitable rooms. Show Electrical Code. . basis, for compliance. UBC, Sec. 1212. - / 152. Show on the plan the amperage of the 1V0. Note on theplans that the FAU closet ,or electrical service,- the location of the alcove must be 12 inches wider than the service panel and the location of any sub- furnace or 'furnaces being installed. UMC panels. If service is over 200 amps, submit Section 704. - single line diagram, panel schedule and load calculations. 14. Show minimum 30' deep unobstructed working I . space in front of furnace. Section 505, UMC. -153. Show on the plan that receptacle outlets 1 comply with 1990 NEC Art. 210-52(a), which 'l/4. Furnace - shall not-be installed in any bedroom, reads as follows: P/a_tI r'm I. bathroom or in a closet or confined.space with • 7 1 — Access only through such room' unless specified . In every kitchen, dining room, parlor,' I •as direct vent appliance, enclosed furnace 'or library, den, sunroom, bedroom, recreation - - '- electric heating appliance. . room, or similar -rooms or area of dwelling I -Section.704 UMC. - units, receptacle outlets shall be. installed ' - so that no point along the floor line in any 1L3. Show source of combustion air, to furnace, per wall space is more than 6 feet, measured I thapter 6, UMC. - - * horizontally, from an outlet in that space, Show -attic including any wall space 2 feet or more in access to thecontaining equipment width and the wall space occupied by fixed. I,. to be minimum 30 inches by 30 inches. The panels in exterior walls, but excluding 7 .. topening may be 22 inches by 30 inches if the ., sliding panels in exterior walls. The wall -t-' equipment can be removed through such opening. space fforded by fixed room dividers, such-as - Section-708 UMC. free-standing bar-type counters, shall be included in the 6-foot measurement '1. :Note 'that passageway to the attic furnace I' shall be -tinhtyiattgl rul - I .solid -flooring not less than 24 inches wide, not - ' attic.°' than 20 feet in length through the Dwelling Unit Receptacle Outlets Section 708 UMC 210-52(a) 146. Show permanent electrical outlet and lighting • 1, __________________ '- fixture controlled by a switch for furnace located in attic or underfloor space. Section - - 708 & 709 UMC. - * SIidng Panels or Doos - - - •1 - -. -. 1L17..Show.'detaii . s to comply with Section 709 for t -:furnice under the floor, or Section 710 for s-roof or outside furnace 14/rlS Show I C B 0 approval number for prefab [_ P fireplace. - Show height of chimney above roof - 1z--+---4'-- —i:-----r per I C B 0 approval or Table 37-B --1 • - - .- . - 'lLf9. Note on the plans that approved spark L, arrestors' shall be installed on all chiimeys-. - Section 3703(h) i6 Note on plan Gas vents and non-combustible ( . - piping,- in walls, passing through three floors - ' or less shall be effectively draft stopped at each floor or ceiling UBC, Section 1706 (c) - - ,-. 'n . --- •- - - i;,.'-' • -. : - . • - ..- . - 'I • ,, . . - - -• - - . - ..- .-. -,',-.,• t__._,-._ • -- ' ' . . ' .-', .i - ---- ---- • 1' ¶ , •- - - "-,. '.,-• '8/5/92 , 9• - j. •.,• -- * 4 - L .- -t -- -. - ._ 4,, - -'• ',' •. - - , . ,, _•; • - -' . 15'.; Show on the plan that countertop receptacle '- outlets comply with 1990 NEC Art. 210-52(c), which reads as follows: - - •.'. Dwelling Unit Receptacle Outlets - In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each Hallways counter space wider than 12 inches. 270.52(h) Receptacles shall be installed so that no along the wall line is more 1 inch I lootlo measured horizontally from a receptac e outlet BR ILin ••. in that space. Island and peninsular I countertops 12 inches or wider shall have at - - least one receptacle for each four feet of counter top. Counter top spaces separated by. ,. range tops, refrigerators, or sinks shall be BR ,-e s . considered as separate counter top spaces: . Receptacles rendered inaccessible by appliances . IIUl fastened in place. or appliances occupying dedicated space shall not be considered as - these required outlets. , ••• . . - - . -. . . 1'6. Show on the plan that lighting outlets in I. dwelling units comply with 1990 NEC Art. 210- 70(a) and (c), which read as follows: (a) Dwelling Unit(s). At least one wall switch-controlled lighting outlet shall be installed' in every habitable room; in bathrooms, hallways, stairways, attached garages, and detached garages wi-J11 electric power; and at outdoor entrances or exits. (FPN): A vehicle door, in an attached garage is not considered as an outdoor entrance. At least one lighting outlet controlled by a light switch located at the point of entry to the attic, underfloorspace, utility room, and htc,mcv,l cli *h. 4..cc11A ,,..I,,41 *V1 spaces are used for storage or contain ••'• equipment requiring servicing. The lighting " ' . . . . outlet shall be provided at or near the -, equipment requiring servicing.1 1 ;-,].55. how on the plan that receptacle outlets in Where lighting outlets are installed according • llways comply with 1990 NEC Art. 210-52(h), to (a) above 'in interior stairways, there !which reads as follows: shall be a wall switch at each floor level to control the lighting outlet where the For hallways of '10 feet or ,more in length at • difference between floor levels is six steps least one receptacle outlet shall be required or more As used in this subsection the hall length Exception No. •l: 'In habitable rooms, other shall 'be considered the length along the • • than kitchens and bathrooms, or- more centerline of the hall without passing through receptacles controlled by a wall switch shall -a doorway. . . - . • •' - - be permitted in lieu of lighting outlets. - ' • Exception No. 2: In hallways, stairways, and at outdoor entrances remote, central, or • •' • • " '' • automatic 'control of lighting shall be -• • - • ' permitted. I, ' "• • - -. ' -' •- 't.' • • ' - s-ct •$ø • p - t -• - - - '-p •--,,,. •.,, •- • I •.- ir - .••' ••'• •• -•._••1 - - - 5, ., • ' , - - '-' 116/92 ,.' • • : • " - ' ' 10 -" • -. -:- • (c) Other Locations. 'At least one wall switch- Exception No. 2: The laundry circuit as •• controlled lighting outlet shall be installed ' required by Sections 210-52(f) and 220-4(c). at or near heating, air-conditioning, and refrigeration equipment in attics or underfloor Exception No. 3: ,A single receptacle spaces. The light switch shall be located at supplying a permanently installed sump pump. - the point of entry to the attic or underfloor - space. (5) All 125-volt, single-phase, '15- and 20- ampere receptacles installed within 6.feet of 157. Show on the plan that ground-fault circuit- a kitchen sink to serve counter top surfaces interrupter protection complies with 1990 NEC shall have ground-fault circuit-interrupter Art. 210-8, which reads as follows: protection for personnel. (a) Dwelling Units. ' (FPN): The intent of this subsection is to (1) All 125-volt, single-phase, 15- and 20- permit the exemption of receptacles which are ampere receptacles installed in bathrooms located specifically for appliances such as shall have ground-fault circuit-interrupter refrigerators and freezers from ground-fault protection for personnel. ' ' ' circuit-interrupter protection for personnel. (2) All 125-volt, single-phase, IS- or' 20- ampere receptacles I installed in'garages shall ' ,.. have ground-fault circuit-interruoter protection forpersonnel. ' - Exception No. 1 to (a)(2): Receptacles which are not' readily accessible. Exception No. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are cord- and plug-connected in accordance with Section 400-7(a)(6), (a)(7), or (a)(8). Receptacles installed under. Exceptions to Section 210-8(a)(2) shall not be conside3et as 'meeting the requirements of Section 210-52(g). All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors where there is direct grade level access -to the dwelling unit and to the receptacles shall have grounu-Iauitcircuit-lnterrupter protection for personnel. (FPN): See Sectioi. 215-9 for feeder protection. ' PUNBING (UNIFORM PLINB]IG CODE) 'For the purposes of this section, "direct grade / level' access" is defined as being located not l8. , Show water heater size, type and location 'on more than 6 feet, 6 inches (1.98m) above grade , plans. UPC, Section 1301. 'level and being readily accessible. f 19. Note on the plans that "combustion air for , All 125-volt, single-phase, 15- and 20- ' I fuel burning water heaters will be provided in ampere receptacles installed in crawl spaces at accordance with the Uniform Plumbing Code". or below grade level and in unfinished / basements shall have ground-fault circuit- 1 Fuel combustion water heater shall not be - ' ' •. interrupter protection for personnel. ( installed in clothes closets, in a bath or bedroom, or in a closet. opening into bath or Exception No. 1: A single receptacle supplied , bedroom. UPC, Section 1309. by a dedicated branch circuit which is located and' identified for specific use by a cord- and ' , lvi. Provide adequate barrier to protect water plug-connected appliance, such as a -.1 heater from vehicle damage. An 18" platform refrigerator or freezer. ' for the water heater does not satisfy this • - - ' '' ' ' requirement. UPC, Section 1310. •- • • . '' .8/6/92 •. - --- '-• ' •' 11 4 - ', • ' ' ' - • - - -62howT and P valve on water heater and-,-show 172. All energy items shown on the plans must be in \>rdute of disç!ar e- line to exterior. - agreement with the information shown on the UPC, Section 10 e). properly completed Form CF-1R. • iØ . Show that water heater is adequately braced to 173. pecify on the building plans all of the resist seismic forces. UPC, Section 1310. mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory lZ.. Show shower stall can accommodate a 30" circle Measures Checklist." ( and has a minimum floor-area of 1,024, sq. in. / UPC 909 (d). 171t.. Show the make, model and efficiency of the / space heating (or cooling) system and provide 4 Provide clothes washer hook-up for each unit. heat loss calculations if the output exceeds Title 24, Part 3. 45,000 BTU/Hr. D 166ew water closets and associated flushometer 174. For room additions, show compliance with the alves, if any, shall use no more than 1.6 1 energy standards. See attached. gallons per flush and shall meet performance standards established by the American National 176. Provide fluorescent general lighting in Standards Institute Standard A112.19.2, and . kitcFen(s) per CAC, Title 24, 2-5352(3). - urinals and associated flushometer valves, if • t .'1',.<j. any, shall use. no more than one gallon per 177. Provide a note on the.plans stating "All new :. flush and shall meet performance standards glazing (fenestrations) will be installed - •- -. established by the American National' Standards with a certifying label attached, show the U Institute Standard A112.19.2. H & S Code, value." Section 17921.3(b). - CARLSBAD S .F.D. & DUPLEX SUPPLT NOISE INSULATION (DUPLEXES) -. • -. 17M. Energy conservation design should be for Zone 197. Show details of duplex common •(party) walls I 7. ( and floor/ceiling assemblies to achieve a Sound Transmission Class (SIC) rating in walls 119. Floor drains must have auto-prime (city of 50 decibels and an Impact Insulation Class I policy). (IIC) rating-on floor/ceiling of-50 decibels. Title 24. . 10. For gas piping under slabs that serve kitchen I island cooktops, see the attached Policy 91-46 Show how penetrations of assemblies for . for special sleeve and clean-out requirements. (. piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or 11. Note exhaust fans cannot be ductless type exhaust ducts shall be sealed, lined, or I (city-policy). insulated to maintain required sound / transmission rating. Title 24. l. New residential units must be pre-plumbed for I. . future solar water heating. Note "two roof - -. 19. Provide insulation in walls and ceiling to jacks must - be installed" where the water . achieve -SIC of 50 between garage and living heater is in the one story garage and-directly area if garage use is not controlled by below the most south facing roof (City resident. Title 24. - . Ordinance No. 8093). a) ON 183. Note "two 3/4" copper pipes-must be installed to the most convenient future solar panel NOTE: Plans submitted after January 1, 1993 must location-when the water heater is not in a one comply with the new energy standards, story garage and is not directly below the - • • • -• . most south facing roof. (City Ordinance No. 170. -Provide- p , ca culations and worksheets to 8093). (. show compliance with currei. energy standards. e and 184. All piping for present-or future solar water The regulations require a properly completed heating must be insulated when in areas that ro erl si ned Form CF-1R to be either are not heated or cooled by mechanical means - - inipruited on e.p-ans, taped to the plans or - - (city policy). - "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. - - •- - (0 L1) c Ics Wd. r - r -t -u f&qf41 - -• _.J •, _) •__s - - -• ,•__• •_: . . . -. • -'1/8/93 - - • - - - 12 -4 •. -. -. - - - . )•••__•• .-• Incorporate the waterproofing details; on the Policy 80-8, where interior living attached Have changes been made to the plans not resulting from L this correction list? Please -- space occurs below grade at the masonry - check. wall(s). Yes No Show on the Title Sheet on the plans, the Sinformation required by the attached The City of' Carlsbad has contracted with Esgil Developmental Services Sheet 112383. Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number 187. All new residential buildings, including 619/560-1468, to perform the plan check for your / additions, require -a soils report. Please project. If you have any questions regarding these submit two copies. Exception: If a room plan check items, please contact - " addition is limited to one story and 1000 sq. ft. in area, then a soils report is not 1/ required. Esgil Corporat,iàn will advise the ,LLr't City to place their soils notice stamp on the - plans. - at Esgil Corporation. if you have any questions '.'1. Heavy timber framing, minimum 6" x 10" beams regarding City Building permit procedures, please and minimum 8" x 8" post, for the structural contact Carter Darnell at the City of Carlsbad, - beam and column supporting the fire separation -2075 Las Palmas Dr., telephone 619/438-1161. .. between the garage -and living area above, is • acceptable if shown on the plans. (city Thank you. - policy). . Enclosures: 189. All structures require a Class B roof covering, except room additions. If a room addition 1. covers all of the existing building (2nd story addition), then the above exception doesn't - apply 2 i9/.CitY Ordinance 9792 requires two parking -- spaces/unit with clear area of 20'x20' i.e. no 3. _ washing machines, etc. Show compliance. 1?I. Only tank-type water closets that use an - .- •'. average of 1.6 gallons of water per flush or - less, and urinals and associated flushometer .- -- .- valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall - - apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathroom. MIscil..LANIs . S ;.,•. .* : Pleaie see additional corrections, orremarks, Son''the following page. 193. To speed up the recheck process, note on this list (or a copy) where each correction item '- J. •- - has been addressed, i.e., plan sheet, note or (. detail number, calculation page, etc. -. 191.. 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.' .4 -, - -' - *._.- .-•. - . ,.t. -.'•. -.-- - - - * -Sj-- 1/8/93 13 -5- .'4 - $ * i_• - * 5 . - - •, - •- - •. -: . ' '. - .• - S - - j -• 2 - •_, - , -1 - .4- J7Jk' -i/-- J7L,1[f I - - sw5ov W -ji/J4L7 ) /07 7pIf)7Jd 'tIb/p ) FJJQ/VJ UL rz Joz L4 JaCl 4 2iU J- ;, i - H I ?-(7 4-1-4- iij4. --c' ,i,; -CLA dJdI?LL , ,L47cI J -•I)-a1. —: lL t/'17b7279J rlLf - f d-%. /7J7L :-P/' f/ z/ ?%L (dc?16'f5 ;'T 4AI2Ja pj j '-'I & -i-icu, p-;4'4-'., ?-7 - -d L 1737 2/ agt r ' Jf7?J 7'JL '/—' ppc Jc 7J'7 +r W 22 47 ?L9 "/-'H (4(V71 dJ - C/l/k1I LID/crp 1P/'d .caz P4-4 Yi aJ--y-77 /?7 17/5 - LJ '.34/ VO tfzi .J t7 /4W ;- %1 V' L47 / )(_J 7y.L -JJ LdP/;;7p 77/i1lJJ 9Z l J,lcr1L/iL S/e7y i4-'' ..15 LIO TT -ç # 2I ) I Y-1?f rlw rp7 L j. I-7?1 TT tiaj ,,/,, ciipt -'i - -. f-7 1 'c1 D1L 41 ") f CL ,IJ'J c/s f'/J "1 i-I -' j -U 7L4-'5I Oj 47V *sc4 g7JcJ JL $J,:,J/ L/)7J/ IJ b 11 - Dates !q3 Jurisdiction CALSBAD o Bldg. Dept. -. Prepared byt' VALUATION AND PLA N Cr{ECK FEE Q Esgil PLAN CHECK NO. :BUILDING ADDRESS 7O APPLICANT/CONTACT PHONE 140. L13L1-313S BUILDING OCCUPANCY -/d/ DESIGNER PHONE 7-37 TYPE OF'.CONSTRUCTION. CONTRACTOR PHONE__________ BUILDING PORTION BUILDING ARak. VALUATION MULTIPLIER VALUE 7 I F17, 57-7 L 0.i5 I -, Air Conditioning • ___________ Commercial - .. I @ - .Reidential - @_cI5 , Res. or,Cornin. Fire Sprinklers_- . Total Value -• • . c7L1j4Il Building Permit Fee s_/25'.c' - - 4 P1an Check Fee S L3 o - S9 il NTS SHEET OF 12/87 • V City of Carlsbad - - BUILDING PLANCHECK CHECKLIST V DATE: 19, J 3 PLANCHECK NO.cB93-0052 ' BUILDING ADDRESS: 2fl80 HCGHL.ALb !-2 PROJECT DESCRIPTION: NEW S- kD,, V - ASSESSORs PARCEL NUMBER IO 141-13' EST VALUE___________ - * ENGINEERING DEPARTMENT APPROVAL DENIAL V The item you have submitted for review has been Please see the attached report of deficiencies V approved. The, approval is based on plans, marked With Make necessary corrections to information and/or specifications provided in your plans or specifications for, compliance with * V V submittal; therefore any changes to these items applicable codes and standards. Submit corrected V V after this date, including field modifications must plans and/or specifications to this office for review. be reviewed by this office to insure continued V conformance with applicable codes. Please review V carefully all comments attached, as failure to V V V V V . comply with instructions in this report can result in . suspension of permit to build. V V V By S O- EDELL Date 20 Z 93 By STh-FDELL Date V V By: Date:_________ -V FOR OFF1CAL USE ONLY ENGINEERING AUTHORIZATION TO I$$UE BUILDING PERMIT a DATE V'? 'ATTACHMENTS . V V CONTACT PERSON V - DVDedication Application V V V V 0 Dedication Checklist - V V V V • 0 Improvement Application -- V 0 Improvement Checklist V NAME: V •, '0 Future Improvement Agreement V V V - ADDRESS 17 V S ' • -. PHONE P:\docs\chklst\bp0001.frm REV 6/5/92 2075 Las Paimas Dr. • Carlsbad CA 92009-1576- (619) 438-1161 • FAX (619) 438-0894 BUILDING PLANCHECK CHECKLIST SITE PLAN W 2d s , xr o 440 TVJ. M .1. Provide a fully dimensionec(ste plan drawn to scale. Show: Jcr IYM . A North Arráw - D Property Lines Easements - -- - B. Existing & Proposed Structures E. Easements - C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets FZf D D ,. 2 Show on site plan A. Drainage Patterns C. Existing Topography B Existing & Proposed Slopes 0 0 3 Show on a section drawing or include a note stating that there is a minimum of 6" difference between the finished floor and the finished grade elevation adjacent to the structure. - 0 -0 : 0 4. Include note' "Surface water to be directed away from the building foundation at a 2% gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)." [Per 1985 UBC 2907(d)5]. - On graded sites, the top of any exterior foundation shall extend above the elevation of the Street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). 5 Include on title sheet Legal Descri~t on. 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 4 P1bP3S(D SHO/ CUlBOUYLEi 0,J s PLJ 'Jb P1FU J/ ALO&j STOP-M 4Pi&f P1PE sHO(Itj CO27 L0C41?OIU rF £F\JtC.F P:\d $\chk1st\bp0001frm* . •- - Page 1 of 4 REV 6/5/92 4 o V 4 , - ' - BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 1sW 2ndv1 3rd./ 6. Project does not comply with the following Engineering Conditions of approval for - Project No. Conditions were complied with by: Date DEDICATION REQUIREMENTS O 0 0 7. Dedication for all Street Rights-of-Way adjacent to the building Site and any storm - . .t• 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 Code Section 44 1840030 Dedication required as follows Attached please find an application form and submittal checklist for the dedication process Provide the completed application form and the requirements on the cheôklist at the time of resubmittal. Dedication completed by Date: IMPROVEMENT REQUIREMENTS - 8a. 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 Code Section 18.40.040. Public improvements required as follows: Please have a registeredCivil Engineer prepare appropriate improvement plans and submit them together with the requirements on the attached checklist for a separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. Attached please find an application form and submittal checklist for the public improvements requirements. Provide the completed application form and the requirements on the checklist at the time of resubmittal. - - Improvement Plans signed by Date REV 6/5/92 1. S - - .. - - 4 r BUILDING PLANCHECK CHECKLIST 1st2nd' 3rd/ -. .. . 0 0 0 8b. Construction of the public improvements maybe deferred pursuant to 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 S.-- O 0 0 8c Enclosed please find your Future Improvement Agreement Please return signed and notarized Agreement to the Engineering Department Future Improvement Agreement completed by El 0 0 8d No Public Improvements required SPECIAL NOTE: _Damaged or _defective improvements found adiacent to building site must be repaired to the satisfaction of the City_ Inspector prior tooccupancy. GRADING PERMIT The conditions that invoke the need for a grading permit are found in Section 11 06 030 - of the Municipal Code. - 0 • O 0 0 9a. Inadequate information avai1ab1eon Site Plan to make a determination on grading: • - requirements Include accurate grading quantities (cut fill import, export) 0 0 0 Grading Permit required. A separate grading plan prepared by a registered Civil - - .- Engineer must be Submitted together with the completed apIicationform attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance ofa Building _Permit. Grading Inspector .sign bff'by: ... Date: 0 0 No Grading Permit required. . 4 0 0 5 . 0 . - - 0 • * . S • : • - - . ••• • . . . 5'.-. _ _*.,,'1_'- •. S . .- . . S : S ,••*• ._. - . - . . 0 • -- . 0 - $ BUILDING PLANCHECK CHECKLIST P \docs\chkist\bp000l frm Page 3 of 4 REV 6/5/92 - 0S S • 0 • - 0 • I .. . .- MISCELLANEOUS PERMITS lstv' 2rdv' 3rd'. . ;. . O .0 0 .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, trees, driveways A separate Right-of-Way permit issued by the Engineering Department is required for the following Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of-Way checklist, at the time of resubmittal U 0 11 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page O 0 0 12 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 .. . - •-. 5 4• .. . . . . . - 5- - --,•. - .5 .....- .. . S. - - . . - r 4 4- 5 S. P:\does\chkIsAbp00011rm Page 4 of 4 REV 6/5/92 CALCULATIONS WORKSHEET EDU CALCULATIONS EDU's I ADT CALCULATIONS: , ADT's: 4 FEES REQUIRED WITHIN CFD: 0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE) N/A 0 1 PARK-IN-LIEU FEE P'W yV17-7-i1 MAP i PARK AREA FEE/UNIT: 2 TRAFFIC IMPACT FEE T7O ADT's: FEE/ADT: 0 3 BRIDGE AND THOROUGHFARE FEE ADT's: FEE/ADT 4.,-.FACILITIES MANAGEMENT FEE ZONE ( FEE/EDU 2--5 PUBLIC FACILITIES FEE g 6 SEWER FEES PERMIT No SEq3tO3 tIO EDU s 1 FEE/EDU 1( 0 BENEFIT AREA NON F— FEE 40 7 SEWER LATERAL REQUIRED (2,500 DEPOSIT) - REMARKS bJi/JP1E VULLL /-fr'AJ- TV BE P(Q() -UP i,u 'c13QA315&&F isJLT W-UW(LE o VAJ-F'-( G OTTEL rO .H,1LtAJD D2.. ' - • 2< DE17L C.12E ,1\)/1E N\JALE 0 • P:\docs\chkIt\bp0001.trm •0 REV 6/5/92• - - PLANNING CHECKLIST Plan Check N. Add 793 Planner c v,-IO — Phoné. 438-1161 ext. (Name) 13 APN: f C/ f 1z Type of Projecand Use Zone Facilities Management Zone a 78Q Legend • Item Complete Z Item Incomplete -'Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was - identified [Y0 El Environmental Review Required: YES - NO T{PE V Qs DATE OF COMPLETION: I %(,Compliance with conditions of approval If not, state conditions which require action '3 Conditions of Approval ' Discretionary Action Required YES - NO YPE APPROVAL/RESO NO DATE 2PROJECT NO._________ '. •. - OTHER RELATED CASES - Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval California.Coastal Commission Permit Required YES NO DATE OF APPROVALS _ : - - San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-803 .6 Compliance with conditions of approval? if not, state conditions which require action. Conditions of Approval 0 Landscape Plan -Required: YES ___ NO 7 ç.\ See attached submittal requirements for landscape j,lans Site Plan: <.1 - Provide a fully dimensioned site plan drawn to scale. 'Show: North' arrow ,propertflines,ea'ements, existing and proposed structures, - streets, existing street improvements( right-of-way width and dimensioned setbacks. K0 0 - 2 Show on Site Plan:`Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed I ' ' slopes and driveway. çYEi 0 3 Provide legal description' of property. EZIJ 0 4 Provide assessor's parcel number. Zoning: '. L?f'EJ 0 1 Setbacks - Fronn . Required l' Shown 2- mt. Side: ' Required ' t Shown f( Street Side: Required' , - Shown Rear Required Shown z0-4-- I ' - .-a1-- "I LI. 0 0 ' 2. Lot coverage: Required ,Shown I -'J' 4,13 0 3. 'Height: ' Required Show 0 - 4. Parking:' Spaces Required " Shown - '- Guest Spaces Required ' Shown O 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE f J 3 - PLNCKFRM - .5- - - , Civil Engineering, Land Planning Structural - DECEMBER22, 19.92 . . 1 OF4 eRej k5 ED •. STRUCTURAL CALCULATIONS * ,';. * J7 • FOR THE HUGHES RESIDENCE *,• ., * * -''-' 4 •• • 4- • DESCRIPTION: 7. . SINGLE FAMILY RESIDENCE • 2793 HIGHLAND DRIVE ' . CARLSBAD CA • ARCHITECT C 39726 SANDRA S. GRAMLEY 1738 CYPRESS AVE Exp.12-31-9 3 Z : clvk + ENGINEER LOGAN ENGINEERING . - -• 120 BIRMINGHAM DRIVE, TE .11-0 '. - •- • - CARDIFF, CA 92007 . ••• • 619.-942-8474 C 39726 - • EXP. DATE 12-31-93 & •. • • * - • S , ' . * • • p 4- -- ,,J -- . - •• . • * - -, '-4 - .. •,, -•. .• • • •• . . •• • 120 Birmingham Dr Suite 110 • Cardiff-by-the-Sea CA 92007 619-942-8474 r - . .- .- - - ..._,... ,_ _- -,.----- , . - - . L •.. 4 . t •4..fl - ~;_~ . ...... . ....................... -•.,...- . .• hA LD 06 A \J_ tooc . 1. 43 1,14 * . . . . x tZ-/4. . V - - . ,-,. . - A. -... 1 --- . ..-- •, -V -. .._. .. -; . . . V .. - V.,-. .-.• 1 i_ , . , .• .. . t . .. --.1- ..,,.,...,. : ;- . - . . V - • - . ........t - . . • 4 .4 .. .. V - - .... . - V V - - ,• v--- , . ,..•.. - . ..,4. '' •.: S, - - •SSS_5-• - •55 Civil Engineering S • Land Planning • Structural DECEMBER 22, 1992 1 OFt.4 LA • STRUCTURAL CALCULATIONS - FOR S -. •• -, -- 5 - THE HUGHES RESIDENCE - - DESCRIPTION tf LSà - . . SINGLE FAMILY RESIDENCE :- 2793 HIGHLAND DRIVE CARLSBAD, CA - ARCHITECT -. SANDRA S GRANLEY C39726 1738 CYPRESS AVE Fxp. 12-31-93 SAN DIEGO, CA 619-297-6937 J51 CIR OF C ENGINEER • S LOGAN ENGINEERING - •- : - - 120 BIRMINGHAM DRIVE, STE 110 -. • ..•• ,. CARDIFF, CA 92007 619-942-8474 CU 397?~ EXP. DATE 23193 r - - • S • • 120 Birmingham Dr Suite 110 • Cardiff-by-the-Sea CA 92007 • 619-942-8474- I) --' : : . ;• '4 - . • - - _5• S S 0 e •. 5') 1 •. t T '_5•• -,-.• •5 '- q.43i'•• LI I '! oR H. 5 • .j...:.1. tI't I w •'I () (•o •-- _T )t(1.L) *1 -1 I.-,- - H .- t6 OçAk 41 1-. L-A-iiakt t_I• 4 i WD 6 '(1 -3 %5) j:F P Lf /RF 14iA(-5 - JM: ROO1: Z-i-3o D -io Zh-E: Zi+ io3 44,6 lZ44 4, 4 oi,4 44 I ¼ ( I O'(M w t f Zt1 41 4' / .4 ( 0 i1 - >L' T?-*\ 12 . . 4 4 : ..- 4.. 4 . ',. .- 4 4 - '4 4 - . 44 4 4 4 - 4..- ' .i" 4- . .4 ' . '•44 -.4 - ''4--' ' - ' 4 4 7 '4 4 . ' -•- 4S4 -- .4 - '7 .4- -- S 1'*4 - -'S ' ' - 5 -'- •-i ,.-. 4 .4 p '', •, _ .7 ---- 5: _) C-4/K pczA j2c3 4DE5kcJ -A Z,4 zl t1zMD Fo o$1 CAç. 6 LA 4 ® LOO 157 MIA) - . • .'. - --•. 4• - -- .. 4 ,-.., .• . • - . r • I. •',•+ • -. • . ., -• - S. • - - •-• '- - I.-. .f. •- •. u__s. - - . -- e a. •. - • . • • . - -., _..-,-;+ -- • . • -_-_. i - _. - . f '•- - -- - IJ SOUTHERN CALIFORNIA SOIL & TESTING, INC. - - - - ;,,_6280 Riverdale Street San Diego CA 92120 -' P.O. Box 600627, San Diego, CA 92160-0627 619-280-4321, PAX 619-280-4717 March 18 1993 Mr. Joe-Sandy , .. . SCS&T 9021100- 2892 Jefferson Street , Report No. 9 Carlsbad, California 92008 - SUBJECT Footing Excavation Observations, Proposed Hughes Residence, 2793 Highland Drive Carlsbad, California. . REFERENCE Report Of Soil Investigation, Proposed Residential Development"; Southern California Soil and Testing Inc.; August 31 1990 Dear Mr., Sandy: j&A 3 This letter has been prepared to confirm that we have observed the tooting excavations for the subject" residence Our observations indicated that The soil conditions exposed in the tooting excavations do not differ from the conditions' anticipated in the preparation ot the referenced report prepared for the subject development The footing excavations comply with the recommendations contained in the referenced report and all excavations are founded in a suitable bearing stratum A copy of the structural plans was not 'made available'tous to 'determine if the depth and width of the excavations were to the dimensions required for structural support -. e) All footing excavations extend into compacted fill and firm natural ground. Due to this. , -- - condition and the presence of minor pockets of potentially collapsible soils in the upper pad footings it is recommended that all continuous footings be reinforced with at least two No -4 bars top and bottoni. I-- SCS&T 9021100 March 18, 1993 Page 2 I ci) The foundation recommendations presented in the referenced report have been complied with If yu should have any questions, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respèctfully submitted, SO/O HE CALIPFRr SOIL AND TESTING, INC. ESS :DIB Adler, RCE#36O37 ~NO. 36037 DBAnr \EXP 630j*J cc (4) Submitted ''- (1) Sandra Gramley, AlA eoF C ; ., ... - . - - . : • . - •• . . p :- •-- ,..•-- k. 5-' .- - . - •. 4 : , .. - _'5 ., t_,•• t . -. - - S - _•. 1 54 _.4 •. - .-'• .5 . - •- .4_• .. .- ': •- 4 .-:-, ':- . :- - '4 4 .1 4k • I - '4- e_. ' ,_ - • . -5 .. .. -, .4 r I - - I PEORPOF . T. . SOIL INVESTIGATION j PMPOSED RESIDENTIAL DEWN BUE2A VISrA AVENUE AND HI1LAND IDlD Ra j D Mr. Joe Sandy -. 2892 Jefferson Street Carlsbad, California 92008 I ¼, PREPARED BY - Scxithern California Soil & Testir, Inc. - -' 6280 Riverdale Street San Diego, California 92120 j :'- . • ... • Post Office Box 600627, Zip Code 92160 l y 4. -.4 • • t.- • j •. -. .. ,, , . .. • I S OUTHERNCALIFORNIA SOIL AND TESTING, INC. i fl _ August 31, 1990 !'k Joe Sandy SCS&T 9021100 : 2892 Jefferson Street Report No 1 j Carlsbad, California 92008 I :SUB3TET Report of Soil Investigation, Proposed Residential Developrnt, Buena vista Avenue and Highland Road, Carlsbad, California 'K ' In acoo±dare with your request, we have performed a soil investigation for the subject developeinent We are presenting herewith our findings and :. recommendations.. In general, we found the site suitable for the proposed development provided j • : the rectu1Erkat1ons presented in the attached report are followed. If you have any questions after reviewing the findings and recamnrxations contained in the attached report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely areciated Respectfully sul:xnitted, .: sonrsrING, INC. EXP. 6-30-92 CIVIV I 3 IA (27 NO. 36037 Uini DBA:KAR:nw cx (6) Subnitted 6280 RIVERDALE STREET . SAN DIEGO, CA 92120 • 619-280-4321, FAX 619-280-4717 . P.O. BOX 600627,SAN DIEGO, CA 92160 678 ENTERPRISE STREET. ESCONDIDO, CA 92029 . 619-746-4544, FAX 619-764-6579 i : ThBLE OF CONTRTM PAGE - Introduction and Project Description .......1 Project Scope..1 i - Findings . 2 Site ption.......................................................2 - Soil Description .......................................................3 . Conclusions and Runriations............................................ Gezera_:L................................................................3 Craiir ................................................................. 3. - Site Preparation ...... ............................................. 3 .4 Surface Drainage ....................... ............... ............4 It11T,*1rk...........................................................4 ...............ndations ...............................................................5 - General ................................................. ............ 5 " •. R.eiriforcexriit .......... . ......... ....... ............... ............. 5 j . Interior concrete S1aJ-on-(rade .................................. 5 - : Ecterior SlakE-on--Grade ........................................... 5 Eanswe Characteristics 6 I Settlennt Characteristics 6 F.uatxon Excavation Observation 6 EarthRetaining Walls .................................................. 6 - - --- Passive Pressure .................................................. 6 Active Pressure...................................................7 - * Backfill 7 - - Factor of Safety ...................... ............................ 7 i Limitations 7 Review, Observation and Testing 7 Uniformity of Conditions ................................................. 8 I - - Change in Scope ........ ................................................. 8 Tine Timita-tj_ors....................................... ................. 8 * Profess jonàl Standard ................................................... g -.• Client's Responsibility ..................... . .......................... 9 j • -. Field Explorations...........................................................9 A,-%% Laboratory Testing ............................ ............................... 10 - -' ATIAQ•l14:F11TS I Table I MaX1.nLlm Brock Accelerations, Page 4 FIGURE Figure 1 Site Vicinity Map, Follows Page 1 I PIPUES Plate 1. Plot Plan - Plate 2 Subsurface Exploration Legend Plates 37 Pit and Trexx:h Logs Plate 8 -cpansion Index Test Results = Plate 9 Single Point Consolidation I - Plate 10 . Control Joint Detail Cross-Section Plate 11 Retaining Wall Surain Detail I APP Reimrded Grading Specification and Special Provisions TM L SOUTHERN CALIFORNIA SOIL AND TESTING, INC. GEE1L INVESTIGATION PROPOSED RESIDENTIAL DEVEWENP - BUENA VISTA, AVENUE AND HIGHLAND ID CMLSBAD, CM1EtP.NIA INTIWCION AND P1)IEXT DESCRIPTION This report presents the results of our soil investigation for a proposed residential project, to be located northeast of the intersection of Highland -4,"',1,Pxmid,and &iena Vista Avenue, in the City of Carlsbad, California A vicinity —, •._ VV map showing the location of the site is presented on the following page as Figure Ni.nnber 1 i $ ' It is our understanding that the proposed project will consit of the j construction of a residential development.—The structures will be one art/or : . . two-storys of wood-frame construction. Shallow fouiations and, conventional I concrete slabs-on--grade floor systems are anticipated Grading will be minor ar consist of cuts and fills less than threfeet deep . To assist' in the preparation of this report, an undated site plan of unknown id . origin, was furnished by the álient. The site configuration, approximate location of the subsurface explorations are depicted on the attached Plate •: V Number 1. IL PIOJ1EXSCOPE This investigation consisted of surface reconnaissance, subsurface explorations, obtainir representative disturbed and undisturbed samples o * V 6280 RIVERDALE STREET . SAN DIEGO, CA 92120. 619-280-4321, FAX 619-280-4717 • P.O. BOX 600627, SAN DIEGO, CA 92160 678 ENTERPRISE STREET. ESCONDIDO, CA 92029 • 619-746-4544, FAX 619-764-6579 V , :- :.• .J $ a - '.SOUTHERN CALIFORNIA SOIL ATI$TINQ,INC. PROPOSED RESIDENTIAL PRPOJECT DBA/WDW DATE: S NUMBER: 9021100 P 4 C - SCS&T 9021100 August 31, 1990 Page 2 laboratory testing, analysis of the field and laboratory data, and preparation of this report. More specifically, the intent of this analysis was to: - a). Explore the subsurface conditions to the depths influenced by the proposed construction b) Evaluate, by laboratory tests, the pertinent engineering properties of the various strata which will influence the development, including their bearing capacities, expansive caracterxstics, and settlennt potential I C) Develop soil engineering criteria for site grading lkress potential construction difficulties and provide ns riutrations concerning these problems P umen an appropriate foundation system for the type of structures anticipated and develop soil engineering design criteria for the recornnrxed foundation design : FINDINGS SITE DcRIPION I - The project site is rectangular shaped parcel of land, approximately 1 3 I l acres in size, and located northeast of the intersection of Buena Vista 1 Avenue and Highlarxl Drive in the City of Carlsbad, California. The site is ' further bctired by Arland Road to the east and residential structures to the - north The site is presently ocxupie:1 by a residential structure in the " southwest corner of the site, and two small wood structures Topographically, the site slopes gently to the southwest, with an approximate 2:1 (horizontal' to vertical) slope located along the western j -property line, extending to a maximum height of approximately four feet Vegetation on-site inoltxes trees, bushes,' grc*ir cover aid grasses The majority of the site was utilized as farm land, which has mainly been I - - cleared of vegetation. - I Page 3 S&T 9021100 August 311 1990. SOIL DESCRIPTION: The subject site is located within the Coastal j.I Physiographic Province of San Diego County and is underlain by Quaternary-age terrace deposits. The, terrace deposits encountered on the site consist of light brown to reddish brcMi1, light reddish brown and brown, often mottled, moist, silty : 'hard In general, the upper 2.5 to three feet of terrace deposits were found I : to be loose to medium dense. Below said depth the formational deposits are niun dense to dense. The attached trench and pit logs contain further detai].s -of-the subsurface materials encountered (see Plates 1 through 7). I ± caisios AND GENERP.I. In general, no geotechnical conditions were encountered wiudi would preclude j the construction of the proposed developnent as presently proposed provided . , the reczmi1ations presented herein are followed. The subject site is underlain by a thin mantle of compressible terrace deposits extending to depths ranging from 2.5 feet to three feet below j existing grade These deposits are considered unsuitable, in their present corxhtion, for the support of settlement sensitive improvements ard will require removal and replacement as compacted fill. Our experience with similar soil, conditions indicates that pockets of low to moderately I cxressible soils may exist within the otherwise competent formational deposits This condition will require additional site preparation and fourxiation reinforcement as described herein. I - • GRI½I)ING • - srr PREPARATION: Site preparation should begin with the removal of all j existing Ivegetation and deleterious matter detrimental to the proposed developint It is recxzmnerded that the loose terrace deposits urderlyir I .SCS&T 9021100 August 31, 1990 Page 4 proposed settlement-sensitiire improvements be removed and replaced as j . catpacted fill. Based on our findings, maximum estimated removal depths should be approximately three feet below existing grade. In addition, j terrace deposits within three feet from finish pad grade should also be reixoved. The bottom of the excavations should be scarified to a depth of 12 '. inches, watered thoroughly and recompacted to at least 85 percent as determined in accordance with ASIM D 1557-78, Method A or C. The stockpiled I . soils may then be placed in thin compacted layers. Site preparation operations should be extended to a distance of five feet beyond the perimeter of the improvennts or, property line, whichever is less. . .. . EXPLORATORY TRflQi BAQ(FILL: Exploratory trench backfill not removed as part of proposed grading operations and underlying proposed settlement - . sensitive improv andnts should be removed and replaced as compacted fill - . SURFACE DBAfl'ThGE It is recczrane.rxied that all surface drainage be directed away .frcan the structures. Porxitng of water should not be allowed adjacent to ..j ,. the foundations. . .. I EUPK All. earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Reco mended Grading I Specifications and Special Provisions All special site preparation retuirxatxons presented in the sections above will supersede those in the I , starxard Recxiiuxrded Grading Specifications All embankments, structural -'.~.fili.and fill should be ccmpacted to at least 90% relative compaction at or I slightly over optnmiiu moisture content Utility trench backfill within five .. feet of the proposed structures and beneath asphalt pavements should be ccanpacted to a nananuim of 90% of its maximum dry density. The upper twelve inches of subgrade beneath paved areas should be ccmpacted to 95% of its maximum dry density. This compaction should be obtained by the paving I -contractor just prior to placing the aggregate base material and should not be part of the mass grading requirements. The maximum dry density of each I soil type should be determined in accordance with AS'IN Method D 1557-78, Method A or C -. ..• . U ill Page 5 FNDATIa1S I GENERAL: Shallow foundations may be utilized for the support of the proposed structures. A minimum depth of 12 inches and 18 inches below .' lowest, adjacent finish pad grade for single and two-story structures, respectively. A minimum width of 12 inches and 18 mthes is recztumed for continuous and isolated footings, respectively. A bearing capacity of 2000 I psf may be assumed for said footings. The bearing capacity may be increased bj, when considering wind and/or seismic forces. Property line footings should extend at least six inches into ccipetent natural ground. REINFOICEMEN Both exterior and interior continuous footings should be j reinforced with at least one No .-5 bar positioned near the bottom of the footing arxi at least one No 5 bar positioned near the top of the footing I This reinforcement is based on soil characteristics and is not intended to be in lieu of reinforcement necessary to satisfy structural considerations I INmIoR a1IC1ETE SUBS-ON-GRADE Interior concrete slabs-on-grade should have a minimum, actual thickness of four inches and be underlain by a j four-inch blanket of clean, poorly graded, coarse sand or crushed rock This - -, layer. should consist of 100 percent material passing the half-inch screen an no more than ten percent and five percent passing sieves #100 and #200,i respectively The slab should be reinforced with No 3 reinforcing bars I placed at 24 inches on center each way or a 611x6"-W2 9xW2 9 welded wire mesh. Slab reinforcnt should be placed within the center of the slab -. I where moisture sensitive floor coverings are planned, a visqueen barrier should be placed on top of the said layer. A two-inch-thick layer of clean sar: should be placed over the visqueen to allow proper concrete curing. IT ECE1IOR SIBS-a--GRADE Exterior slats should have a minimum thickness of j four, inches. Walks or slats five feet in width should be reinforced with 6"x6"-Wl.4xWl.4 (611x6"-10/10) welded wire mesh and provided with weakened I - plane jointsAny slats between five and ten feet should be provided with longitixlinal weakened plane joints at the center lines Slats exceeding ten I S&T 9021100 August 31, 1990 Page 6 -T feet in width should be provided with a weakened plane joint located three feet inside the exterior perimeter as irdicated on attached Plate Number 10. Both traverse and longitudinal weakened plane, joints should be constructed I • as detailed in Plate Number 10. Exterior slabs adjacent to doors and garage 1 , 11.1 penings should be connected to the footings by dowels consisting of No. 3 '--,reinforcing bars placed at 24-mth intervals exterding 18 inches into the - footing ard the slab I EXPANSIVE The prevailing foundation soils were found to be noretrnxntally expansive The recczturrations contained in this report -. reflect this coniltion sErrLT Q1ARACERISTICS The anticipated total aril/or differential -•: ' settlements for the proposed structures may be considered to be within I - tolerable limits provided the reczrx1ations presented in this report are "followed.It should be recognized that minor hairline cracks on concrete due I to shrinkage of construction materials or redistribution of stresses are nonual and may be anticipated - FJNDPirII EXCAVATION OBSERVATION All foundation excavations should be observed by a representative fran this office prior to the placement of I for= or reinforcennt steel to verify that reimniations contained herein are follcMed . .•-4'. -, - d., 'E?Rm REThflG WAIlS I PASSIVE PRESSURE. The passive pressure for the prevailing soil conditions may be considered to be 400 pounds per square foot per foot of depth up to a I maxu3um of 2500 psf This pressure may be nxreased one-third for seismic loading. The coefficient of friction for concrete to soil may be assumed to be 0.35 for the resistance to lateral movement. When cambining frictional , and passive resistance, the former should be reduced by one-third. The upper I , 12 inches of exterior retaining wall footings should not be included in passive pressure caloulations I '55 ,t -. S.5•S• - 55 5 SCS&T 9021100 August 31, 1990 Page 7 S A The active soil pressure for the design of unrestrained * earth retaining structures with level backf ills may be assumed to be equivalent to the pressure of a fluid weighing 33 pounds per cubic foot for 'walls free to yield at the top (unrestrained walls). For 2:1 (horizontal to S vertical) sloping backfill 13 pcf should be aided. These values do not I consider any other surcharge loading. All earth retaining structures should , have an adequate sukxfrain system to prevent the build-up of hydrostatic pressure behind the wall A suggested retaining wall subirain is provided on the attached Plate Number 11 I BCKVttL: All backfill soils should be compacted to at least 90% relative compaction. Ecpansive or clayey soils should not be used for backfill I material The wall should not be backfilled until the masonry has reached an adequate strength. S ACTOR OF SAFFFL: The above values, with the exception of the allowable i soil bearing pressure, do not include a factor of safety. Appropriate I factors of safety should be incorporated into the design to prevent the walls from overturning and sliding S S Lfl4ITTIONS S EVI, OBSRThTION AND TESTING i t-fl,: •-. S . The- recmirations presented in. this report are contingent upon our review of final plans and specifications Such plans and specifications should be made available to the gectecthnical engineer and engineering geologist 'so that they may review and verify their cctpliance with this report and with . Chapter. 70 of the Uniform Building Code. S It is recrded that Southern California Soil & Testing, Inc be retained * :i L toprovide continuous soil engineering services during the earthwork S I operations. This is to verify''compliance with the design concepts, specifications or rerntiations and to allow design changes in the event -. that subeurface conditions differ from those anticipated prior to start of S - '55 -55 4-. : SCS&T 9021100 i.:. August 31, 1990 Page 8 UNIFOI4ITY OF 0*IDITIONS The recctuTriations and opinions expressed in this report reflect our best j estimate of the project requirements based on an evaluation of the * • subsurface soil conditions encountered at the subsurface exploration . locations and on the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the fixations and/or cut and fill slopes may be influenoed by undisclosed - or unforeseen variations in the soil conditions that may -Loccur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site develozrnt shc*ild be brought to the attention of the geotechnical engineer so that he may make modifications if necessary. aE IN SPE % I This office should be advised of any changes in the project scope or 'proposed site grading so that we may determine if the recommendations cxntained herein are appropriate This should be verified in writing or I ndified by a written addeniuni I TIME LLT7TIS * 0 I The findings of this report are valid as of this date Changes in the condition of a property can, however, occur with the passage of time, I whether they be due to natural processes or the work of man on this or 'adjacent properties In addition, changes in the Standards-of-Practice "ai/or Govermnt ()des may occur. I)ie to such changes, the findings of this report may, be invalidated wholly or in part by changes beyond our control. Therefore, this 'report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations. I : I I Page 9 In the performance of our professional services, we comply with that level j of care and skill ordinarily exercised by members of our profession currently practicing under similar conditions and in the sane locality. The j. . client recognizes that subsurface conditions may vary from those encountered at the locations where the trenches, surveys, and explorations are made, and that our data, interpretations, and recommendations are based solely on the information obtained by us We will be responsible for those data, interpretations, and recommendations, b..it shall not be responsible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work performed or to be performed by us, or by our proposal for consulting or other services, or by our furnishing of oral or written reports or findings cEEENr' S It is the responsibility of Mr Joe Sandy, or his representatives to ensure . ,. that the information and recommendations contained herein are brought to the attention of the structural engineer and architect for the project and _,'incorporated into the project's plans and specifications. It is further his - responsibility to take the necessary measures to ensure that the contractor and his subcontractors carry ct such recommendations during construction ; 'i -• .• .,• - FIELD EXPLORATIONS Eleven subsurface explorations were made by others at the locations indicated on the attached Plate Number 1 and were logged on August 1 and August 15, 1990 These explorations consisted of eight hand dug test pits and three backhoe trenches The field work was conducted under the observation of 'i engineering geology .personnel. I SC&T 9021100 August 31, 1990 Page 10 The explorations were carefully logged when made These logs are presented on the following Plates Number 3 through 7. The soils are described in accordance with the Unified Soils Classification System as illustrated on ' the attached simplified chart on Plate 2. In addition, a verbal textural description, the wet color, the apparent moisture, and the density or consistency are provided. The density of granular soils is given as either very loose, loose, medium dense, dense, or very dense.. The consistency of silts or clays is given as either very soft, soft, medium stiff, stiff, very i A stiff, or hard. -. Disturbed and undisturbed samples of typical and representative soils were obtained ard returned to the laboratory for testing LARAIORY TFSING Laboratory tests were performed in accordance with the generally accepted Amarican Society for Testing and Materials (ASIN) test methods or suggested procedures. A brief description of the tests performed is presented below: a) CLASSIFICATION: Field classifications were verified in the laboratory by visual examination The final soil classifications are in accordance with the Unified Soil Classification System .5. . S.. . - ' b) ISIUPE-DENSITY: In-place moisture contents and dry densities were determined for representative soil samples This information was an aid to classification and permitted recognition of variations in material consistency with depth The dry unit weight is determined in pounds per cubic foot, and the in-place ixisture content is determined as a percentage of the soil's dry weight The results are summarized in the pit and trench logs C) EXPANSION INDEX TE'I An expansion index test on a remolded sample was performed on soils likely to be present at finish grade The test was performed on the portion of the sample '5 -.5 _5.• I S&T 9021100 August 31, 1990 Page 11 pa ing the #4 standard sieve. The sample was brought to optimum moisture content then dried back to a constant moisture content for 12 hours at 230 +1- 9 degrees Fahrenheit. The specimen was then cxatpacted in a 4-inch-diameter mold in two equal layers by means of a tamper, then trimmed to a final height of 1 inch, and I brought to a saturation of approximately 50%. The specimen was placed in a consolidcxter with porous stones at the top and I - bottom, a total normal load of 12.63 pounds was placed (144.7 psf), and the sample was allowed to consolidate for a period of I 10 minutes. The sample was allowed to become saturated, and the I change in vertical movement was recorded until the rate of expansion became ncuninal The expansion index is reported on the I .. • attached Plate Number 8 as the total vertical displacement times the fraction of the sample passing the #4 sieve times 1000 II I - I I ii I CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAIj EXPANSION 1-20 very 1cM 21-50 low 51-90 medium 91-130 high Above 130 very high (XSOLIDJTION TEST: single point consolidation tests were performed on selected "undisturbed" samples. The consolidation apparatus was designed to accommodate a 1-inch high by 2.375-inch or-2.500-inch diameter soil sample laterally confined by a brass ring. Porous stones were placed in contact with the top and bottom of the sample to permit the addition or release of pore fluid during testrg. Selected loads were applied to the samples and the resulting deformations were recorded. The percent consolidation is reported as the ratio of the amount of vertical compression to the original sample height. The test samples were inundated to determine their behavior under the anticipated loads as soil moisture increases. The results of these tests are presented on Plate Number 9. I S - ;5 \ : r -LOT 4 P P36 L. - - EXISTING -. /RESIDENCE g --'. <- LOT uj : -• - EXISTING SHED LEGEND TRENCH LOCATION S. S -,/• PIT LOCATION -.. - ..... LOT P2• • T2# \ \ \\\70 LOT 3 7 \\ ' P6• Tll EXISTING SHED BUENA VISTA WAY S • SCALE 1"=50- 0 20 40 60 80 100 P5 P8• LOT SOUTHERN CALIFORNIA PROPOSED RESIDENTIAL PRPOJECT SOIL & TR$TINO,INC. SY: DBAIWDW DATE: 8-29-90 -. Woe NUMBER: 9021100 PLATE *1 SUBSURFACE EXPLORATION LEGEND. I UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAMES I. COARSE GRAINED, more than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel- More than half of • sandmixtures, little or no coarse fraction is fines. larger than No. 4 GP Poorly graded gravels, gravel sieve size but . sand mixtures, little or no smaller than 3". fines. . GRAVELS WITH FINES GM Silty gravels, poorly graded - (Appreciable amount gravel-sand-silt mixtures. of fines) GC • Clayey gravels, poorly • . graded gravel-sand, clay mixtures. SANDS CLEAN SANDS . SW Well graded sand, gravelly More than half of sands, !it:le or no fines. coarse fraction is SP Poorly graled sands, gravelly smaller than No. 4 sands, littl e or no fines. sieve size. SANDS WITH FINES SM Silty sands, poorly graded (Appreciable amount sand and silty mixtures. of fines) . , Sc Clayey sands, poorly graded • sand and clay mixtures. II. FINE GRAINED, more than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS ML Inorganic s1ts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plas- ticity. Liquid Limit CL i Inorganic clays of low to less than 50 . medium plasticity, gravelly clays, sandy clays, silty . . - clays, lean clays. OL Organic silts and organic silty clays or low plasticity. SILTS AND CLAYS -NH Inorganic silts, micaceous or diatomaceous-fine sandy or silty soils, elastic silts. Liquid Limit CH Inorganic clays of high greater-than-50 plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. - Water. level at time of excavation CK - Undisturbed chunk sample or as indicated BG - Bulk sample US Undisturbed, driven ring sample SP - Standard penetration sample or tube sample i .p SOUTHERN , CALIFORNIA. eouL &TESTING,INC. PROPOSED RESIDENTIAL PROJECT BY: KAR. 1 DATE: 80190 JOB NUMBER: 9021100 Plate No. 2 a I fl - >- >-ZZ - L -PIT NUMBER 1 ELEVATION • w CL Q.O OZ UJ Ü. .• g '9 DESCRIPTION 0 - SM TERRACE DEPOSITS, Light Moist Loose to Brown to. Reddish Brown, Medium 1 BG . Mottled, SILTY SAND Dense S - 2 -- - SM Reddish Brown, SILTY SAND •Moist Medium Dense. - Bottbm of Pit at 2.7 Bottom Probed Medium Dense. PIT NUMBER 2 - SM TERRACE DEPOSITS, Light Moist Loose to Brown to Reddish Brown, Medium 1. • Mottled, SILTY SAND Dense • • — -- 2- • .. Bottom of Pit at 2.4' - • Probed Medium Dense at 3.0' . ,.. • — PIT NUMBER 3 - SM TERRACE DEPOSITS, Light • Moist Loose to - .'Brown .'to Brown, Mottled,. Medium SILTY SAND . Dense - - SM • Reddish Brown, SILTY SAND Moist Loose to Medium S •• •'-• Dense - - • • Bottom of Pit at 2.5' • : Probed Medium Dense at 3.0' 'JL SOUTHERN CALIFORNIA PROJECT: PROPOSED RESIDENTIAL PROJECT SOIL' TESTING, INC. LOGGED BY: KAR DATE LOGGED: 801-90 : • JOB NUMBER: 9021100 PLATE NUMBER: 3 I k F":, , ,. • - PITNUMBER 4 _J() T 'w'W O)W Ui VJ C) ELEVATION . 0 cr 20 cc 2 0 Ir DESCRIPTION C) SM TERRACE DEPOSITS, Light Moist Loose to Brown to Reddish Brown, Medium - '1. Mottled, SILTY SAND Dense j SM- Reddish Brown, SILTY SAND Moist Loose to 2 - - Medium - - Dense Bottom of Pit at 3.0' - - ' Bottom Probed Medium Dense' ..r - PIT NUMBER 5 - - __ j SM TERRACE DEPOSITS, Light . Moist Loose to Brown, SILTY SAND Medium - :i- - Dense - j . SM Reddish Brown, SILTY SAND Moist Loose. to 2- . . Medium - - - Dense j Bottom of Pit at 3.0' - & Bottom Probed Medium Dense • . . . - PIT NUMBER - SM TERRACE DEPOSITS, Light Moist Loose to • - - Brown to Reddish Brown, - Medium Mottled, SILTY SAND - Dense SM 'Reddish Brown, SILTY SAND Moist Medium j ' ,• - - Dense Bottom 9 f Pit at 25' • - . : SOUTHERN CALIFORNIA PROJECT: PROPOSED RESIDENTIAL PROJECT' SOIL - & TESTING, INC. I JOB LOGGED BY: IKAR .fDATE LOGGED: 80190 _7_7. NUMBER: 9021100 PLATE NUMBER: 4 z PITNLJMBER7 . - a 00 ELEVATION o I JL 0 a.O <• <o, OZ ,o W-- a • DESCRIPTION 0 0 0-- SM TERRACE DEPOSITS, Reddish Moist Loose to BG -• Brown to Brown, Mottled, Medium - 1 SILTY SAND Dense - - Medium Dense 2- ; CK Reddish Brown, SILTY SAND Medium SM Moist Dense to Dense - Bottom of Pit at 2 0' PIT NUMBER 8 : SM TERRACE DEPOSITS, Reddish Moist Loose to Brown, Mottled, SILTY SAND Medium 1- Dense - • - - 3 Bottom of Pit at 2.5' • _. - - SOUTHERN CALIFORNIAPROJECT: PROPOSED RESIDENTIAL PROJECT LOGGED BY: KAR DATE LOGGED: 80190 SOIL & TESTING, INC. - ,-. JOB NUMBER: 9021100 PLATE NUMBER: 5 i• :•"-: •.• • • , T , E TRENCH 2 -. . NUMBER. 1 I . . z cc Z . ELEVATION < LO W W 0 < 0 go DESCRIPTION 0 o 0. • SM TERRACE DEPOSITS, Light Moist Loose to Brown to Reddish Brown, Medium - Mottled, SILTY SAND Dense Moist Reddish Brown, SILTY SAND Medium CK L . . 121.0 CK .Dense119.0 7.6CK . 4 - o Bottom of Trench at 4.0' - :.S• .sY.• . • • TRENCH NUMBER 2 • • SM TERRACE DEPOSITS, Light Moist Loose to • Brown to Reddish. Brown, • Medium Mottled, SILTY SAND Dense • - 2 —. ,•,' .. . Medium -, 3— Dense . Moist Medium CK SM Reddish Brown, SILTY SAND CK H . Dense to 4 . .. . . . . . Dense Dense Bottom of Trench at 4.0' — SOUTHERN CALIFORNIA PROJECT: PROPOSED RESIDENTIAL PROJECT LOGGED BY: KAR DATE LOGGED: 81590 SOIL & TESTING, INC. JOB NUMBER: 9021100 PLATE NUMBER: 6 mi-C . TRENCHNUMBER3 LU Dz :3 z U)W o IL ELEVATION w 0 Cr - DESCRIPTION 8 0- SM TERRACE DEPOSITS, Light Moist Loose to Reddish Brown, Mottled, Medium — 1- SILTY SAND Dense - Reddish Brown, SILTY SAND 121.5 8. CK SM Moist Medium CK - Dense to Dense - CK Dense _________ * Bottom of Trench at 4.0' - - - — . - -- •• - -- ., --. - SOUTHERN CALIFORNIA !PROJECT: PROPOSED RESIDENTIAL PROJECT L00 BY: KAR IJOB DATE LOGGED: 81590 -SOIL .& TESTING, INC. NUMBER: 9021100 PLATE NUMBER: 7 ..m.,.: . EXPANSION INDEX TEST RESULTS :$ANviPLE P1 @ 0-2' CONDITION . .. Remolded .INITIAL M.C.(/0) 6.8 INITIAL DENSITY (Pcr 121.9 FINAL M.C. ('I.) 11.8 NORMAL STRESS(PSF) 144.7 EXPANSION INDEX 2 7 • - . : . . ....... ; '. • . '•t'. SOUTHERN CALIFORNIA PROPOSED RESIDENTIAL PROJECT DBA DATE 8-30-90 SOIL & TESTING,INC. JOB NUMBER: 9021100 Plate No. 8 - ... SAMPLE NUMBER Ti @ 2.5' Ti @ 3.5' 13 @ 2.5' I 7.5 7.6 8.1 :INITIAL MOISTURE, % 121.0 119.0 121.5 -INITIALDENSITY, PCF 1.7. 1.3 2.0 CONSOLIDATION AFTER WATER ADDED 1.8 1.4 2.1 ' % CONSOLIDATION BEFORE WATER ADDED 9.9 11.5 10.1 -FINAL MOISTURE, % • 2.58 2.58 • 2.58 . AXIAL LOAD KSF • • I PROPOSED RESIDENTIAL PROJECT Y: DBA DATE: 8-3090 OB NUMBER: 9021100 Plate No. 9 U }12 W/2 W/2 -- . - LONGITLJO 1: TRANSVERSE CONTRO JOINT -. Joan - • :- W (ft) - 3•TRANSVERSCONTROL JOINTS Ll 3 -- W (ft) - JOINT 3 SPACING SLAB ON GRADE 10 FEET OR GREATER IN WIDTH SLAB ON GRADE 5 FEET TO 10 FEET IN WIDTH I j NOTE I W SHOULD NOT EXCEED 15 FEET I - 2. JOINT PATTERN SHOULD BE NEARLY SQUARE. 1 I i I TOOLED OR SAWED JOINT REINFORCEMENT ,- PER REPORT (2 MIN. COVER) - = THICKNESS PER REPORT L - CONTROL JOINT DETAIL - NO SCALE j SOUTHERN CALIFORNIA PROJECT: PROPOSED RESIDENTIAL PROJECT DBA fl AT. 8-30-90 •SOIL & TESTING, INC JOB NUMBER: 9021100 Plate No. 10 MAX WATERPROOF BACK OF WALL PER - - ARCHITECTS SPECIFICATIONS - 3/4 INCH CRUSHED ROCK OR o • MIRADRAIN 6000 OR EQUIVALENT I- .•'-H'4. • ..O - d: 0 - GEOFABRIC BETWEEN ROCK AND SOIL - • . A. ,9 CH DIAMETER PERFORATED PIPE • -': •'-: SLAB-ON-GRADE Y:.117 k 8 E J,p 4 . .--•,-'.. / \ .1 RETAINING WALL SUBDRAIN DETAIL - - NO SCALE SOUTHERN CAUFORNIA PROPOSED RESIDENTIAL PROJECT SOIL & TESTING, INC. • my: DBA 8-30-90 JOR NUMBER: 9021100 bATE Pla te No. 11 man RESIDENITIAL DEVEWENT, BUENA VISTA, AVENUE AND HI(U.AND ROAD, CPRLSBAD RE14ENDED GRADING SPEXIFICTIONS - GENERAL PROVISIONS GENERALNmr. The intent of these specifications is to establish procedures for clearing, xa1çactin3 natural grour, preparir areas to be filled, and placir and carpacting fill soils to the lines and grades shown on the accepted plans The recatmniations contained in the preliminary geotechnical investigation report and/or the attached Special Provisions are a part of the Recommended Grading Specifications and shall supersede the provisions contained j hereinafter in the case of conflict These specifications shall only be used in conjunction with the geotechnical report for which they are a part %• No deviation from these specifications will be allowed, except where - specified in the geotechnical report or in other written cornrrainication signed by the Geotechnical Engineer. OBSERVATION AND TESTING I • 'r. - - Southern California Soil and Testing, Inc., shall be retained as the Geotechnical Engineer to observe and test the earthwork in accordance with these specifications It will be necessary that the Geotechnical Engineer or his representative provide adequate observation so that he may provide ' his opinion as to whether or not the work was acccaiplished as specified It shall be the responsibility of the contractor to assist the Geotechnical _a Engineer and to keep him appraised of work schedules, changes and new information and data so that he may provide these opinions In the event r that any unusual conditions not covered by the special provisions or preliminary geotechnical report are encountered during the grading operations, the Geotechnical Engineer shall be contacted for further reccmimeriations. -a •- -• • - I • I 1 r-. j SCS&T 9021100 August 31, 1990 Appendix, Page 2 If, in the opinion of the Geotecbnical Erxgineer, substandard conditions are j erzitered,. such as questionable or unsuitable soil, unacceptable moisture content, inadequate ccipaction, adverse weather, etc.; construction should be stopped until the conditions are remedied or corrected or he shall rimrx1 rejection of this work. Tests used, to determine the degree of ccaaction should be performed in accordance with the following American Society for Testing and Materials test methods: -' Maxilmim Density & Optimum Moisture Content- - ASflI D-1557-78. Density of Soil In-Place - AS'IM D-1556-64 or ASIM D-2922 ____.:;.-'. •:-• All densities shall be expressed in terms of Relative Compaction as L- determined by the foregoing ASIM testing procedures : ___ • : PREPARATION OF AREAS '10 R.EEIVE FILL: All vegetation, brush and 'debris derived frcn clearing operations shall be renoved, and legally disposed of All areas disturbed by site grading should be left in a neat and finished appearance, free from unsightly debris After "clearuig or bervIiing the natural ground, the areas to be filled shall - be scarified to a depth of 6 inches, brought to the proper moisture content, ocatpacted and tested for the specified minnm.im degree of ccaction All loose soils in excess of 6 inches thick should be removed to firm natural • ground which is defined as natural soils which possesses an in-situ density - _a of at least 90% of its maximum dry density. n When the slope of the natural ground receiving fill exceeds 20% (5 horizontal units to 1 vertical unit), the original ground shall be stepped ____ ;•' . or benched. Benches shall be cut to a firm canpetent formational soils. The - p — •,... - - - r. (R79/89) d,* S&T 9021100 August 31, 1990 Appendix, Page 3 -.. ... .... lower bench shall be at least 10 feet wide or 1-1/2 times the the equipment width whichever .is greater and shall be sloped back into the hillside at a gradient of not less than two (2) percent. All other benches should be at j least 6 feet wide. The horizontal portion of each bench shall be ccatpacted prior to receiving fill as specified herein . for ccztTpacted natural ground. I Ground slopes flatter than 20% shall be benched when considered necessary by the Geotechnical Engineer. 4. - Any abandoned buried structures encountered during grading operations must be totally removed. All underground utilities to be abandoned beneath any .,,.., proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above described j. •.. procedures should be backfilled with acceptable soil that is compacted to the requirements of the Geotechnical Eineer. This includes, but is not : limited to, septic tanks, fuel tanks, sewer lines or leach lines, storm drain's and water lines. Any buried structures or utilities not to be j abandoned should be brought to the attention of the Geotechnical Engineer so that he may determine if any special recommendation will be necessary. All water wells which will be abandoned should be badcfilled and capped in accordance to the requirements set forth by the Geotechnical Engineer. The top of the cap should be at least 4 feet below finish grade or 3 feet below 'the bottom of footing whichever is greater. The type of cap will depend on the diameter of the well and should be determined by the Geotechnical Engineer and/or a qualified Structural Engineer. 1 1 1 ,MI MATMUAL Materials to be placed in the fill shall be approved by the Geotechnical - . Engineer and shall be free of vegetable matter and other deleterious substances Granular soil shall contain sufficient fine material to fill the voids The definition and disposition of oversized rocks and expansive or detrimental soils are covered in the geoted-inical report or Special id I. ..: (R-9/89) - -' SCS&T 9021100 August 31, 1990 1pperiiix, Page 4 0: Provisions. Expansive soils, soils of poor gradation, or soils with low strength characteristics may be thoroughly mixed with other soils to provide satisfactory fill material, but.only with the explicit consent of the Geotechiucal Engineer. Any import material shall be approved by the Geatechnical Engineer before being brought to the site. "._PIACtM AND CCHPACrION OF FILL 'Approved fill material shall be placed in areas prepared to receive fill in - . layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in the rare that will allow the compaction / effort to be efficiently applied to achieve the specified degree of compaction Each layer shall be uniformly compacted to the specified minimum degree of compaction with equipment of adequate size to * economically cxzupact the layer. Cataction equint should either be specifically designed for soil compaction or of proven reliability. The M3111MUM degree of caction to be achieved is specified in either the Special Provisions or the recommendations contained in the preliminary geotedmical investigation report When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the ' minimum degree of compaction recommended in the Special Provisions is ' achieved The maximum size and spacing of rock permitted in structural fills and in non-structural fills is discussed in the geotechnical report, when applicable Field observation and compaction tests to estimate the degree of ccmaction of the fill will be taken by the Geotechnical Engineer or his representative. The location and frequency of the tests shall be at the I Geatechnical flineer' s discretion When the cxtpaction test indicates that a particular layer is at less than the required degree of compaction, the I layer shall be recrked to the satisfaction of the Geotedmical Engineer and until the desired relative ccatpaction has been obtained I ' : 'ct_I a -3 S • ' . - S&T 9021100 August 31, 1990 Appendix,' Page 5 1 ' "Fill slopes shall be compacted by mans of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers shall be at vertical intervals of not greater than four feet In addition, fill slopes at a ratio' of two horizontal to one vertical or flatter, should be trackrolled. Steeper fill slopes shall be over-built and cut-back to finish contours - - after the slope has been constructed Slope compaction operations shall " result in all fill material six or more inches inward from the finished face of the slope having a relative compaction of at least 90% of maxnm.mi dry density or the degree of compaction specified in the Special Provisions section of this specification The compaction operation on the slopes shall be continued until the Geotechnical Engineer is of the opinion that the lopes will be stable surficially stable _ 4 Density tests in the slopes will be made by the Geotechnical Erxineer durini construction of the slopes to determine if the required compaction is being - achieved Where failing tests occur or other field problems arise, the 1 Contractor will be notified that day of such conditions by written communication- from the Geotechnical Engineer or his representative in the r7. - form of a daily field report. If the method of adueving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor shall rework or rebuild such slopes until the required degree of compaction is La - obtained, at no cost to the Owner or Geotechnical Enineer. -cur siDPEs L_.1. The Engineering Geologist shall Inspect cut slopes excavated in rock or jtJjfjj fonnational material during the grading operations- at intervals determined at his discretion If any conditions not anticipated in the -s prelnianary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or. fault planes are encountered during grading, these conditions shall be. analyzed by the Engineering Geologist and Soil Engineer to determine if --. -". mitigating measures are necessary. (R-9/89) 1_S S&T 90211005 August 31, 1990 Appendix, Page 6 tV)• + - Unless otherwise specified in the geotechnical report, no cut slopes shall . be excavated higher or steeper than that allowed by the ordinances of the controlling governmental agency. INEING OBSERVATION - Field observation by the Geotechnical Engineer or his representative shall , be made during the filling and cczacting operations so that he can express his opinion regarding the conformance of the grading with acceptable standards of practice Neither the presence of the Geotecbnical flineer or his representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compaction. SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work is internipt&i by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved Damaged site conditions resulting from weather or acts of God - ' shall be repaired before acceptance of work. teSS_ REMDED GRADING SPECIFICATIONS - SPDCIPJL PROVISIONS ''V. - • - 1 RELATIVE (X1PACrION The minmun degree of ccznpaction to be obtained in V ipacted natural ground, grouzxl, compacted fill, and compacted backfill shall be at least 90 percent For street and parking lot sukx3rade, the upper six inches - should be oacted to at least 95% relative cxaction - EXPANSIVE SOILS: Detrimentally expansive soil is defined as clayey soil which has an expansion index ,of 50 or greater when tested in accordance with the Uniform Building Code Standard 29-C --V - V ..*.. ,...t. SS&T 9021100 August 31, 1990 Appendix, Page 7 OSTh1SIZfl) TRIAL: Oversized fill material is generally defined herein-as racks or lumps of soil over 6 inches in diameter. Oversize materials should - - not be placed in fill unless rxutrations of placement of such material ". is provided by the geotechnical engineer. At least 40 percent of the fill soils shall pass through a No 4 U.S. Standard Sieve ANSTIIC IDrS Shere transitions between cut ar1 fill our within the . proposed building pad, the cut portion should be undercut a minimum of one foot below the base of the posed footings and reoaoted as structural backfill In certain cases that would be addressed in the geotechnical report, special footing reinforcement or a combination of special footing I reinforcement arxi undercutting .may be required -: Iv, - 7 j4 4 • • - - - - - - - - T - 4 CERTIFICATION OF COMPLIANCE — CITY OF CARLSBAD Plan Check No. DEVELOPMENT PROCESSING SERVICES DIVISION 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 shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. .SCHOOL DISTRICT: • Carlsbad Unified San Marcos Unified 801 Pine Avenue 1290 West San Marc.s Blvd. Carlsbad, CA 92009 (434-0610) San Marcos, CA 92024 (744-4776) Encinitas. Union San Dieguito Union High School 101 South-Rancho Santa Fe -Rd, 710 Encinitas Boulevard -Enclnitas, CA 92024 (619) .944-4300. Encinitas, CA 92024 (753"6491) Project Applicant APN /V/ _0? Project Address 7(O cO..€.. -- -.RE51DENT1AL: SQ. FT. of living area.3?dY' number of dwelling units____________ SQ. FL of covered area SQ. FT. of'garage area. COMMERCIAL/ iNDUSTRIAL: SQ. -FT. AREA______ ~reparecl by Date Zzz z 3 ----------------------------------------------------------------------------- FEE CERTIFICATION • (To be completed by the School District) Y_Applicant has complied with fee requirement under Government Code 53080 Project Is subjeèt 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: $7.'ø based on - sq. ft. S -Corn Irdst,,4pLevted:$ based on - sq. ft1@______________ Vt Sc -OPU District O??kii1 - Date .A82926and SB 201 fees are capped at $ 2..65per square foot for residential. .AB.'2926 is capped at .27 per square foot for commercial /industrial.