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Home My WebLink About2820 HOPE AVE; ; 80-952; PermitNot Valid Unlc, Machine Certified APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. ;000, IvIslon 301 the Business and POS k S Ion S%do, and my I Icon so is In full force and of. • 2 A OWNER . OWNER-OWLOER DECLARATION '. Dl hereby affirm that lam exempt from the Con- tractor'S.License Law for the following reason (Sec. 7031.5 ,Business and Professions Code), Any city or county which requires a permit to con- OWNtRS MAIL INC ADDRESS ( struct, alter, improve, domolish,iorfropaIr'any structure, prior to its Issuance also requires the BLOCK U appilcantlor such permit 10 file a signed state- rrienl that he isilcensed pursuant 10 the provi- sions of the Contiactor's License Law (Chapter 9 DESCRIPTION OF WORKS "commencing,wIth Section 7000 of Division 3 of the Business ai'd Professions Code) or that Is ox- empt therefrom and the basis for the alleged es 711e7 emption. Any violation of Section 7031.5 by an ap- pIicant for a permit sub(ects the applicant to a %. CENSUS GP .L1 . civil penally of not more than five hundred dOIiars..., '. - - \ . . SLOG SO. FT. 0100 ISE i:jt, as owner,of the property,'or my. employees - with Wages 55 their Solo compensation, will do the Work, and the structure is not Intended or of. — S f.....,l for sale ICR,- 1044 fl,,,...... and D.,,J.,. - sionS Code: The Contractors License Law dàos 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 of- forod for sale. If, however, the building or improve ownorbullder will have the burden of proving that — he.dld not build or improve for the purpose of aelo). - *' 11, as owner of the property, am exclusively con-,e— iracfing with licensed contractors 10 construct QTY PLUMBING PERMIT 7EACH FIXTURE FIXTURE TRAP EACH BUILDING SEWER mont is sold within one year of completion, the EACH WATER HEATER AND/OR VENT - — . EACH GAS SYSTEM 1 TO 4'OUTLETS EACH GAS SYSTEMS OR MORE EACH INSTAL,, ALTER, REPAIR WATER PIPE . LEACH LAWN SPRINKLER SYSTEM — WATER SOFTNER • . • , RELOCATION OF EA FURNAE/H , , _..BUILOtNG PERMII..._—'--------..,. i , - SIGN PERM,LT" TOTAL PLUMBING CONTRCTOR ' ' - ''5: ...' TOTAL MEC~H~A!~AL.. CONTRACTOR f u.—ALL IN&USIVE PERMIT - .. - ELECTRICAL PERMIT 4 -'AMT:' QTY. - .'gp' A)aILE HOME PERMIT - , AMT. TOTALPLUM1' "' ' ELECTRICAL • . -NEW CONSTEAAMP/SWT/BKR - - Q 'N - /W 'ING I'I: (i I - ' __. - - MECHANICAL - E 1 PH .25 - '. 'S 3 PH _-. ' . -t,' PORCH' f (f flJ J%.J ' ,' , ,' ' MOBILE HOME i. EXIST BLDG EAAMP/SWT/BKR ''•. - "'c' '' .- • /]SET .UP hit tiji JP \",' ' SOLAR — — I PH .25 - )3PH , . AN - h (1" REMODEL/ALTER.. PER CIRCUITx -- ,V 4.' - 6' ,--:, w?1I TEMPPOLE (, VE 200AMPS ' j LoIRAMADA,C 0 HOME'- 1 MICO-FlLM OVER200AMPS -. — "u . 't' .4 1 — - ') - .1 oe ~: CERTIFICATE OF EXEMPTION FROM . WORKERS COMPENSATION INSURANCE — TEMPOCCPANCY(3OOAYS). I .' -Y1 V ' - I ." -- - 1 _jLj4,L - -s - " PRX" (This section need not be completed If the per- -- . - -. - •_"" ___._..! __________ ___________________________________ - I I - I certify that in the performance of the work for - •. -• . - - - - — __________ ___________________________________ . - - - - mit is for one hundred dollars ($100) or Iess)- • TOTAL ELECTRI CAL - - - - - TOTAL FEES PAYABLE I which this permit is Issued I shall not employ any CONTRACTOR person in any manner so as to become subject to the Workers' Compensation Laws of Caiifornla' -- - - - -- .,: i - - ,p _tS) ---e-- /tt,,J/:,i4/ NOTICE TO APPLICANT: if, after making this Car- I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND 00 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER ,.. tificate of Exemption, you should become subject HEREBY CERTIFY THAT ALLINFORMATION HEF1EON IS TRUE AND CORRECT AND I 5'0" DEEP AND DEMOLITION OR CONSTRUCTION OF ' - '7 T" •-' - - ., .' ' • to the Workers' Compensation provisions oI the ,- FURTHER CERTIFY AND AGREE IF PERMIT IS ISSUED: TO COMPLY WITH ALL CITY, STRUCTURES O\ER 3 STORIES IN HEIGHT ' Labor Code, you must forthwith comply with such COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER I provlsionsorthispormitshallbedeemedrevoked SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM - - LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND - . - EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY iN CONSEQUENCE •_---_______ - ' CONSTRUCTION LENDING AGENCY • OF THE GRANTING OF THIS PERMIT. . - . ICANT'S SIGNATURE' . OWNERD cOr'JTAAc rOAD API; .)VEO BY - "I I hsroby affirm that there is a construction len- . - - ' - - - ding agency for theperformance of the work for ACCN BY P ONSU which this perml Is issued (Sec 3097, Civil Code). the project (Sec. 7044, business and Professions Code: The Contractor's License Law does not ap- ply to an owner of property :.ho builds or im- proves thereon, and who contracts for such pro- jects with a Contractor(s) license pursuant to the contractor's License Law). - I am exempt under Soc. , B. & P.C. for this reason_______________________________ Dale * Owner WORKERS' COMPENSATION DECLARATION - I hereby affirm that I have a certificate of con-' Sent 10 self-insure, or a certificate of Workers' - Compensation Insurance, or a certified Copy thereof (Soc. 3800, Labor Code). POLICY. No:- - COMP4Y DCopy tiled with the city. OCertifid copy is hereby furnished ED CONTRACTORS DECLARATION I I affirm that In Ilcon ad under provi. IdE BALL POT PEN ONLY m.onCIL with Section APPLICATION & PERMIT 200 ELM AVENUE (714) 438-5525 JOG ADDRESS AV. St. DATE OF Af'PLI Tb OWZPIHIONE-PRIME CONTRACTOR ,.-CONTRACTOR'S ADDRESS / PARçEL DESIGNER Ja6w p 4i,J//t -\-,DESIGNER'S ADDRESS / i_v 2?2 Z7C5' ONtN) e C...... \\ RES. UNITS j PARKING SPACE NUFoe0-e4r071T S.- 0CC. OP STANDARD 'PLAN It dipLANt Oi/ ' TYPE CONST - 0CC. LOAD AMT. QTY. ' MECHANICAL PERMIT AMT, (OL(.. INSTALL FURN. DUCTS UP TO 100,000 BTU OVER 100,000 BTU S BOILER/COMPRESSOR UPTO3 HP BOILER/COMPRESSOR 3.15 HP BOILER/COMPRESSOR 16-30 HP VENT FAN SINGLE DUCT • MECH EXHAUST — HOOD/DUCTS ., N GUS. LICENSE X77/ STATE' LICENSE CONTRACTOR'S STATE LICENSE - 07''N5 PHOS PERMIT NUMSER Ic ,A,LL% C 2 ? V' J Le - - .. o4 7n.. pcu. ,-0 C-4 - 12017 ,42J cE' )2` rmpj o 1 '• NO, JOB ADDRESS - AV. ST. I 1f I V1' Ii Ii I 11 .11 I I 1RD/.4Lg DATE 0!' ArpLICM'IoN Bus. LICENSE .2o7?/ PERMIT NUMBER -• STATE LICENSE OWN C V -. . . OWNER'S PHONE* CJ) .01 , '-. .. PI}IMj CONTRACTOR "14 / - - OWNER'S MAILING ADDRESS- 0 . CONTRACTOR'S ADDRESS CONTRACTOR'S PHONE 0 /Cl/8I Ii9'i 0 ' Not Valid Unless Machine Certified STATE LICENSE DESIGNER'S PRONE ' LOT BLOCK SUBDIVISION /ASSESSOR'S PARCEL NO. DESIGNER 'O• 11111111111 0 •0 . 0 DESIGNER'S ADDRESS DESCRIUtWop U I CENSUS TRACT , Ge LAND USE . ZONING ' RES. UNITS PARKING SPACE NUMBER OF STORIES BLDG SO. 1 1. i -- DG BL USE 0 , 0CC. GP __ STAN DAR PLAN II D' -. PLAN ID II ' TYPE CONST .__ 0CC. LOAD , 0 0 ___I . ,0 0 • 0 • 0 ()..,,..QJJ....x...jCL,.cP'\ 7 QTY. '' PLUMBING PERMIT ' ' AMT. QTY. MECHANICAL PERMIT AMT. EACH FIXTURE TRAP . INSTALL FURNDUCTS UP TO 100,000 BTU - EACH BUILDING SEWER ' • .. ' OVER 100,000 BTU . EACH WATER HEATER AND/OR VENT . - BOILER/COMPRESSOR UP TO 3 HP - . - EACH GAS SYSTEM 1 104 OUTLETS . BOILER/COMPRESSOR 315 HP EACH GASSYSTEM 5 OR MORE 0 BOILER/COMPRESSOR 16-30 HP 0 - EACH INSTAL., ALTER, REPAIR WATER PIPE . ' 0 ,,• VENT FAN SINGLE DUCT • EACH LAWN SPRINKLER SYSTEM , : - MECH EXHAUST — HOOD/DUCTS • . WATER SOFTNER . . 0 RELOCATION OF EA FURNACE/HE! . BUILDING PERMIT - -01,40 k, IS (Eç L1\b.LL.Q - ,3 . (T SIGN PERMIT • - I I I •,,__I__ TOTAL PLUMBING • 0 ' I - . . - =TOTA ICAL .--.-PLAN CONTRACTOR CHECK CONTRACTOR ALL INCLUSIVE PERMIT y - ELECTRICAL PERMIT - - . AMT. QT • MBILEHOMEERMIT - , - AMT. TOTAL PLUMBING ELECTRICAL NEW CONST EAAMP/SWT/BKR '•i -' , . AW G - - . - - - MECHANICAL - ' • 'i ( - I I PH .25 - 3 PH - '•7 p - . - - MOBILE HOME - EXIST BLDG EA AMP/SWT/8 ,S SOLAR I PH .25 PH MADA, CABANA REMODEL/ALTER- PER CIR I ,ENcEOVER6 - POLE 200 AMPS _TEMP . - (OTAL MOBILE HOME . - - MICO-FILM - OVER 200AMPS - TEMP,OCCUPA (30 DAYS) ;PdfAL ELECTRICAL DD C R cLOR..v TOTAL FEES PAYABLE I I Ic1tt/ 'Ir I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I CERTIFY AND AGREE IF A PERMIT, IS ISSUED: TO COMPLY WITH ALL CITY REVEn AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER - OF THE GRANTING OF THIS PERMIT. . 0 -. - - - - - - P ANo&eMwLIrI9N-RcONsTRucTioN OF FURTHER 3TIES I9HEIGHT COUNTY SPECIFIED HEREIN OR NOT. ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM.-oLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE PERMIT IS REQUIRED FOR EXCAVATIONS OVER ,.-" t' ' '-•- -,:..,:,_•, •" .. - ./ "'..'', - 0 - g 7 - - - -. • APPLICANT,* SIGNATURE . OWNEHO CONTRACTOR AP!OVED BY -: - - ______E!L' BY PHONE , 7000) oi DIvisIon 3 of the Business and Profos• / • :' alons Coda, and my license is in full force and of• f focI.-- OWNER BUILDER DECLARATION . DI hereby affirm that I am exempt from the Con' tractors License Law for the following reason (Soc. 7031.5,Buslness and Professions Code), Any city or county which requires a permit to conS -. •. strucl. alter. Improve, demolish, or repair any structure, prior to Its Issuance also requires the applicant for such permit to file a Signed state. • mant that he Is licensed pursuant to the provI )' sions of the Càntraclor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ox' , empt therefrom and the basis for the alleged ex- emption: Any violation of Section 7031.5 by an ap- - plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). • DI, as owner of the property, or my employees with wages as their solo compensation, will do Is Intended the work, and the structure not or of- 4 fered for sale (Sec. 7044, Business and Profes- • • sions 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 of- fered for sale. If, however, the building or Improve- ment is sold within one year of completion, the 2 ' ownerbulidor will have the burden of proving that ........ he did not build or improve for the purpose of sale). Ji, as owner of the property, am exclusively con- - . - trading with licensed contractors to construct the project (Sec. 7044, Business and Professions - Code: The Contractor's License Law does not ap- ply to an owner of property •ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the , contractor's License Low). t y. I am exempt under Soc. , B. & P.C. 7- J for this reason_________________________________ Date __________ Owner __________ WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- __ -, sent to seif.insuro, or a certificate of Workers' Compensation insurance, or a certified copy thereof (Soc. 3800, Labor Code). ' POLICY NO._____________________ \ '1 COMPANY I[ \ ' OCopy is filed with the city. . \. .j OCertifiod copy Is hereby furnished. - \J CERTIFICATE OF EXEMPTION FROM ,.• 't WORKERS' COMPENSATION INSURANCE ( (This section need not be completed if the per mit is for one hundred dollars ($100) or less). I certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any mannerso as to become subject to • the Workors' Compensation Laws of California. NOTICEITO APPLfCANT: if, after making this Car- tificatii of Exemption, you should become subject -) to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such • "provisions or this permit shall be deemed revoked. CONSTflUCTiON LENDING AGENCY 1, I hereby affirm that there Is construction fen- ... 1,. ding agency forthe performance of the work for whi-h Ihix nermll In Issued (Sec. 3097, Civil Codel. APP ION & PERMIT APPLICANT TO FILL IN INFOR- I ipier : ,'BALL POINT PEN ONLI 1200 Lc; AV E (714) MATION WITHIN RED ' N • -'' JOD ADDRESS - AV. ST. I 2E4'$1r ,I Rr DATE OF APPLIC . OH ' ens. LICENSE j77/ PERMIT NUMBER - t.' ' Cl OW C . , V ' OWNER'S PHONE i PRIME CONTRACTOR . ' STATE LICENSE OWNER'S MAILING ADRESS ' . . ' CONTRACTOR'S ADDRESS CONTRACTOR'S PHONE' . . . '•. ' , ' Not Valid Un/eu Machine Certified DESIGNER'S PHONE ior I eocv . SUBDIVISION. ASSESSOR'S PARCEL NO.' DESIGNER' • oEscR ,'liON OF WORK . , ' STATE LICENSE . DESIGNER'S ADDRESS . , cENsus TRACT ' ' OP LAND USE . ZONING ' ' , RES. UNITS , - PARKING SPACE NUMBER OF STORIES OLOOSO, F . ' ' 0100 USE 0CC. OP STANDARD PLAN ft PLAN ID II . TYPE CONST' ' CCC. LOAD ' , AMT. INSTALL FURN. DUCTS UP TO 100,000 BTU QTY. ' PLUMBING PERMIT ' ' ' ' 'AMT. QTY. ' MECHANICAL PERMIT EACH FIXTURE TRAP . ' — EACH BUILDING SEWER _— , ' OVER 100,000 8 . EACH WATER HEATER AND/OR VE?" , - BOILER/COMPRESSOR UP TO 3 H!.-"- EACH GAS SYSTEM 1 TO I O3J4I'S ' ' BOILER/COMPRESSOR3.15 , EACH GAS SYSTEMp.R"bflE 8OILER/COMPRES9R1'30 lip — EACH INST At'11R, REPAIR WATER PIPE VENT FAN St E DUCT EACH PRINKLER SYSTEM HOOD/DUCTS - WATER SOFTNER - - OCATION OF EA FURNACE/HE . BUILDING PERMIT ' . I 0 40 &}&L..9. ' <' SIGN PERMIT TOTAL PLUMBING - .............TOTAL CONTRACTOR . ' ('si . NICAL.. . •. ' ' ' CONTRACTOR ' ' ' ' ' PLAN CHECK I • i/i D a ALL INCLUSIVE PERMIT ELECTRICAL PERMIT ( / AMT L AMT. TOTAL PLUMBING ELECTRICAL NEW CONST EA AMP/SWT/BKR irJT' AWNING MECHANICAL - iPH 15 , , 3 PH } POR,$M- , MOBILE HOME , I - EXIST BLDG EAAMP/SWT/ . 4/i :. . S-UP . SOLAR 1 PH .25 , , . ' RAMADA, CABANA REMODEL/ALTER PER CIRCV , . FENCE OVER 6' TEMPPOLE 200 AMPS — . TOTAL MOBILE HOME - ' ' . MICO-FILM - - OVER 200 AMPS ' . OCCUPAN ODAYS) ,TEMP . ............ ' . I ' I - ? .'. . , . . I •. I I I ' TALELECTRICAL ' -' ' . CONTRACTOR 7 boo, - . . ' TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND 00 HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT Is ISSUED; TO COMPLY WITH ALL CITY, LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. ' ' ' . AND'STATE LAWS GOVEtNING BUILDING CONSTRUCTION, WHETHER V SPECIFIED HEREIN OR NOT. I.ALSO AGREE'TOSAVE INDEMNIF,YAND KEEP HAtIM. AN O,MA PERMIT IS VC1FO FOR EXCAVATIONS OVER ' 5'.OfDEP AND DEGLITIONR CONJI.UCTION OF 'STCUCYURES OVtCTO RI)t - c..._- • • .j j' COUNTY ' i - .. APPLICANT' JATURE ' \ SF4Fo ,CONTRACTORD APP,çOVcD BY J : 1 ' \ . _________________________ AC NT LV / \ .4 10O0)'DviSIon 30f the Business and Probe' along Code, and my license is In lull force and of- ' (Oct. OWNER-BUILDER DECLARATION .j Dl hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 1031 .5,Buslness and Professions Code), Any city or county which requires a permit to con- struct, alter, Improve, demolish, or repair any structure, prior to 118 Issuance also requires the applicant for such permit to tile a signed stale- - , ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 .,.. commencing with Section 1000 of Division 3 of the Business and Professions Code) or that Is ox empt therefrom and the basis for the alleged ex emplion. Any violation of Section 1031.5 by an ap- plicant for a permit 'subjects the applicant to a Civil penalty of not more than live hundred dollars DI, as owner of the property, or my employees with wages as their solo compensation. will do the work, and the structure is not in!ondod or of : fered for 'sale (Sec.' 7044, Business and Profes- 44 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 of: ".. farad for sale. II, however, the building or Improve• ment is sold within one year of completion, the ownor.buildor will have the burdon of proving that he did not build or Improve for the purpose of sale). , Dl, as owner of the properly, am exclusively con- trading with licensed contractors to construct ' the project (Sec. 7044, Business and Professions - Code: The Contractor's License Law does not ap- ply to an owner of property t-he builds or im-' proves thereon, and who contracts for such pro- ':" Jects with a contractor(s) license pursuant to the . contractor's License Law). am Sec. '_, B. & P.C. I exempt under for this reason_____________________________ Date Owner , WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-insure, or a certificate of Workers' . Compensalion Insurance, or a certified copy .f thereof (Sec. 3800, Labor Code). POLICY NO.' ' 1 COMPANY \ 0 Copy Is tiled with the city. (-]Certified copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM \J 0 . . WORKERS' COMPENSATION INSURANCE . '(This section need not be completed lithe per- mit is for one hundred dollars ($100) or less). I certify that in the performance of the work for ' which this permit.is Issued, I shall not employ any person 1n5 any manner so as to become subject to, the Workers' Compensation Laws of Caiito'rnla. NOTICE TO APPLICANT: If, after making this Cer- .j tificatè of Exempilon. you should become subject to the Workers' Compensation provi'slons of the Labor Code, you must forthwith comply With such provisions or this permit shall be deemed revoked, 'CONSTRUCTION LENDING AGENCY I hereby affirm that there is constriction ié- - ding agency for the performance, of the work for. which this permit is issued (Sec. 3091, Civil Code). I SED CONTRACTORS DECLARATION tIj '' APPLICATION & PERMIT NT TO FILL IN I"IFOR - lnn. c m that I am licensed under provi ro AL POINT PEN ONLY/ 1200 ELM AVENUE (714) 438-5525 JrAPPLICA MATION WITHIN RED LINES. , -ITERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT l DATECEIVED 64 ILDING ADDRESS: 0E64 i8O 2-/39--3OY3/ cwr'1 OF CARL51:3AU PLANNING DEPARTMENT ZONE f\ / UNITS ALLOWED LOT WIDTH UNITS PROVIDED PARKING SPACES REQUIRED PROVIDED________________________ % COVERAGE.ALLOWED PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: SIDE SETBACK: REAR SETBACKS ALLOWED ____________ _____________ - --•--. PROVIDED 19 iL INTRUSIONS LANDS-CAPE & IRRIGATION PLAN COMMENTS: tAJIth rw1P ENVIRONMENTAL PROTECTION REQ: - AD1,ITIONAL COMMENTS: lVF / OK TO ISSUE',I I I ENGINEERING DEPARTMENT R.O.W. /--INDUSTRIAL WASTE - -3 71° IMROVEMENTS n/c SEWER CONNECTION DRIVEWAY LOCATIONS GRADING PERMIT EASEM9TS - DRAINAGE'l_--- LEGAL DESCRIPTION 4p/ J'e_Z&, ADDITIONAL COMMENTS __________ /i=pL OK TO ISSUE DATE PWI FINAL DATE FIRE DEPARTMENT SPRINKLING SYSTEM FIRE ALARMS FIRE HYDRANTS______ ADDITIONAL COMMENTS FIRE PROTECTION EQUIP. EXITS - OCATION OK TO ISSUE: r) 'N /'(/ OK TO FINAL DATE WATER DEPARTMENT REQUIREMENT.S OF APPROPRIATE DISTRICTS-MET DATE 7si APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. r'' CIT'YOF CARLSBAD Ms E 1721 ENGINEERING DEPARTMENT 438-5541 ISSUED BY ____________________________________ FOR APPLICANT TO FILL IN . I — * DATE ISSUED BUILDING E ( -' f ADDRESS )ZO 1b P VALIDATION OWNER t3// 49( •O,UU S / . MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING EXISTING BUILDING - LEGAL DESCRIPTION ____ LATERAL CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') 1 OVER 30'H. ______________FT._____________________ OVER 10'V. _____ ______ FT. STANDARD 6" (Max. H. 30', V. 10') OVER 30 H. ____- FT. OVER1OV. • ______ FT. - - TOTAL CONSTRUCTION COST_ SERVICE CHARGE (REPAViNG ETC.) TOTAL LATERAL CHARGE REMARKS: - L.AT2M LATERAL LOCATION . . . • . ' I I I . . tee ST _7I -_ LATE RAE ,NO. _______________INSTALLATION DATE. LINE COST DATA ASSESSMENT DIST. NO. FRONTAGE ' COS4PER FT._ flTI-1FR r NO. UNITS_7 COST PER UNITI TOTA t PUMP STATION FEES NO. UNITS_ _COST PER UNIT TOTALS Jr TOTAL CHARGES (LATERAL ETC.) 1 . WHITE: Engineering GREEN:Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter ,,• - 4- VALIDATION. ..: ity,of Carlsbad - APPLICATION FOR CERTIFICATE OF OCCUPANCY -'BUILDING DEPARTMENT 1200 ELM 438-5525 -. 4 Address where Business 2 820 H St will be conducted ope. •. - Building Permit No. - 80 -952 ( - S - Name of Occupant 8 unit condominium - Business - Phone '-Address of Home Office of Occupant if different from above Hermosa Housing, 2551 State St., Catis. Office Phone 729-79,64 L. - 4 . -' I . .1V •- Owner at BuIIdinech unit i nd1tkirI y' oWned -. - Address - - Phone - Type of Buiness il .-'-Residence . t.. . Describe exact use of all -portions of each building and lot . - . Residence's Previous use of Building - -.• "-J -none-new - Type of flammable or explosive liquids to be used, if any ./.'130 . I certify that I have read the statements contained in this application; that they are true and correct, and that I make this statement under penalty of perjury. S - Dated this. 18? day of M;rch;':- 19 - 282 the City of Carlsbad, State of California Applicant Signature of 11121 ~KT F4 NT CO Signature of BY M, "I ~ .. - BldingOflicial . - - . 3 - FOR DEPARTMENTAL USE ONLY . Use Zone I' - Occuancy Group Type of Construction S . Planning Ian Department . 'Date S 238.pprovd $ I1 - Disapproved . By - Engineering Department t, 0 )at. 0-2, Di'sapproved By t. ' Department h )r, Approved. Disapproved Date Approved Disapproved By Building Department Date, ~4 Approved Disapproved By - White.— Building Dept. Yellow— Applicant Pink - Flnatce - Gold - Fire Dept. 1 -I EC207 ESGIL CORPORATION - 9320 CHESAPEAKE DR., S!'ITE 122 - . SAN DIEGO, CA 99128 - (714) 60146S REIDENTIAL ENERGY LAW STATEMENT OF LAN CONFORMANCE PLAN CHECK NO. Effective July 1,1978 every proposed residential building must be designed to comply with. the State Residential Energy Conservation Law before a building permit can be issued Section A or B of this form rust be completed for each residential building permit application :1- A STANDARD DESIGN STATE1ENT I. have reviewed the-plans being submitted for the proposed residential building at - (site) for _#41f6L ,4'a1f (owner) and the design submitted substantially conforms to the State Energy Conservation Standards mandated in CAC Title 24, Sections T20-1401 through T20-1414. J Total window and skylight glazing does not exceed 16% of the gross floor area. -. Ceilings walls, and floors comply with the prescribed amounts of insulation. : .5-. .. 3• .'Electric resistance space heating does not exceed 10% of the annual heat load. 4. No electric service water eating proposed. S. Complies with nd o nst ti on requirements A ll Date '- i V ure Licensed as (optional) State of CA License - - No. (optional) B. ALTERNATIVE DESI TATEENT . .I have reviewed the. plans and the required supporting calculations and data being submitted for the proposed residential building at (site) for '. . •• . (owner), and the design submitted substantially conforms by the alternative design method to the State Energy Conservation Standards mandated '-in CAC Title 24,.Sections T20-1401 through T20-1414, including mandatory construction requirements .- - Check all items submitted to document compliance by the alternative design method. V - Items 1 through 4 are required for alternativedesigns affecting the building envelope. Form 1 Proj ect Date Summary V - V Form 2 '- Hourly and Annual Building Heat Loss Rate S- - - V 0 Form 3 - Heat Transfer Coefficient, Proposed Construction Assembly Fnm - '--Alternative Design Summary V V V Form 5 - Life Cycle Cost Analysis for HVAC Systems (Electrical Resistance Hating) : 0 Form 6 :- Life Cycle Cost Analysis for Service Water Heating V 0 '.Specify Additional Supporting Date Submitted V S V Licensed as (optional) -- State oCA License - - 0 Tev1se a0/9/8 F V -. • -, • V T. •ESGIL CORPC\TT EC- J 203(1 of 'CEPTATCLE SPACING AT SLIDING GLASS DOORS !...A floor type receptacle shall not be required in any traveled portion of a sliding glass door opening. S 2. Sliding,glass doors, 12 feet in width or greater, with no fixed panels, ha11 have a receptacle placed .On each side within 6 feet of the opening. Other - receptacles will be evenly spaced throughout the room. - -3.1- A sliding glass door with fixed panels shall not require floor receptacles in the traveled pathway of the sliding portions. Floor outlets placed within 12 inches of the wall at the.fixed glass locations are acceptable in lieu of -".wall outlets. 4 Fixed glass walls are subject to Article 210-25(b) and floor receptacles ' within 12 inches of the wall are acceptable. C- '6-0 MAX 6-0 MAX -••._ MOUNT -- . ,9FLOOR MOUNTED FIXED I FIXED - - _____- 1• 'MORE Si THAN 6'O"' • 6 • 0" MAX 0 • FIXED ___FIXED - V LESS THAN V-0 MAX. 6_-o__MAX I FIXED -: AN SIZE LESS THAN G, :.0" 6'-0'MAX. __. G'-O"MAX. . FLOOR MOUNTEDT s FIXED - MORE THAN 24 C'-0'_MAX. S S ••• Go _0'. MAX. 1'_S•')•V . • IXD-MORE THAN 24" • FLOOR MOUNTED • - * 1 'ANY -SIZE ANY SIZE - . V-0" MAX.V G!-O" MAX 2 : •••• -• •.- S 7 I V -; V SLIDERS-ANY SIZES V • 6-0__MAX 6-0)viAX 17 FIXED 4 LESS THAN 6-O - V • - - -- - -...-- - - - - I .;' [ESGIL CORPORATION] EC-203(2 of 2j The- following are requirements for outlet spacing: *1 There shall.be no point on the walls between the arrows .more than six from a receptacle. - -2.A receptacle is required for any wall space 24" or wider. 3-.T}iewa11 space afforded by fixed room dividers shall be included ..in:the 61 measurement on both sides. Dividers may be solid or open. 4.Thé -fireplace is considered to extend 12" on each side of the firebox.-., .4 5.For fixed glasspanels and sliding glass doors in exterior walls . sheeti. - 46.Receptâc1es spaced per 1 and 2 above are required, except at steps, 1. along thefloor line of sunken rooms where elevation change exceeds8" • -( -1 .- ro •termine4 the-iocation of a receptacle outlet, the measurement is to be made al&ng the floor line of the wall, and is to continue around corners of the room, bt is nät toextend across doorways, archways, fireplaces, passageways, dr other • . space unsuitable for having flexible cord extended across it. ARCHWAV 1 12 FROM FIREPLAC I I. J OPENING (TYPICAL) '1 CGATER THAN 8" ROOM DIVIDEP1hL. - 4 •• .RECEPTACLE SPACING IN BEDROOMS ) -• • . . V To /. -.• ? • . ,.. • - -, • •. . l••• . - .- This wall less than - • - This wall less than . . 3J, no reeptac1e; 2' no receptacle; • . more than ,3' more than 2' 4 receptacle required receptacle required ti .. - 4 - I •- . - - - V - - •1_• - . V -V • -• -. -, • - - - ________________________________________ V.-- ••• 1•• • ,- V • - - • -• &• . I . - V • - .• -. 1 ••• . - . V P • •- • .V, 4 ___ ___ • .., .... :, ,',• iC2O6 TABLE NO 25-P - NAILING SCHEDULE ' 8TABLE NO. 25-P— NA I LING SCHEDULE TABLE NO 25-P (Continued) CONNECTION NAILING' Jtiist.to sill or gider, toe nail ,. 3-8d flridgin to mist, toe nail 'each end 2-8d I "-x lJsi:hflojr or less to each joist, face ntil - 2-8d Wider than 1" x 6' sublloni' to each joist, face nail 3-8d 2" suldloor to joist or girder, blind and face'nail 2-16d Sole plate to joist or blocking, face nail lcd at 16" o.c. Top plat: to stud-end nail " 2-16d Stud to solt plate, toe nail"... ' - 4-&l Doubled studs, face nsiI '. , - 16d at 24" ac. 1)oublt'd top pbtcs, fa'cen'iil , ' " 16d at 16" o.c. Top plates, laps'ind intersections, face nail 2-16d Continuous header, two,pieces - 16d at 16" ox - ' "' Ceiling joists to,plat, toe rail along each edge 3-3d Continuous header to stud, toe nail - 4d CUIInL jois-ts. lips over partitions,-face nail 3-16d Ceiling joists to parallel rafters, face nail 3-16d flaftr to pla&, 'toé"nuil " - 3-8d 1,' brace to.e:Vch stud and plate, face nail ,, ..' . 2-8d 1" x 8": sheathing or less to each bearing, face nail 2-8d Wid that:1' x 8" sheathing'to each bearing, face nail 3-8d Built-up corricr studs lcd at 24 o C 1 Comm_on or box'naits may be used except where otherwise stated. 2 Co'mmonor deformed shank. " a a flIO ' Deformed shank. 5 Nails spaced at6 Inches on center at edges, 12 inches at Inter- 'mediate supports. (ii) Inches' it Intermediate supports for floors),, except 6 Inches at all supports where cocoa are 48 'inches or more. For nailing of plywood diaphragms and shear wails rater to Section -2514(c), Nails for walls sheathing may be common, box or casing. ' -' Corrosion resistant siding and casing nails. 7 Fasteners spaced 3 IncPes on center It exterior edges and 6 inches on center at intermediate supports. Galvanized roofing neil 'with 7/16-Inch 'diameter heed and ".' 1!t-Inch length for'/,.inchsheeth)ng and 114-Inch for 25/32. - inch sheathing. . Gai,anized staple with 7/16-Inch crown and 1%-Inch length for V,-inch sheathing and 1Y,-inch length for 25/32-Inch sheathing. - ROOP PANEL- - lo!NTiFiCATlON PLYWOOD FLOOR MAXIMUM SPAN . - LOAD (IN POUNDS INDEX' ' (inch), On Inc li.$) PER SQUARE FOOT) MAXlPlJM Edges Dloc,d Edges Unblocked Total Load Live Load - -' (in Inclos) - 12 155 150 0 160 ' 'i;, s '16 . 95 75 0 20.0, , ', 20, .75 6 0 24.-'O 24 ,..'16 65 .50 0 30,112 -. 30 26' 70 ' 50 125 32.'16 ., 32 28 55- 40 16 ,36/16 :I-' 36. '30 55 . 50 18 42/20 42 32 40 '35 ' .20 48/24 . -48 36 40. 35 24 1 These values applfov St'ru'cturai I and If, C-C and C-O grades OOIV.- Spans shall be 'limited to I value, shown because Of - .• ' possible effect of concentrated loads. - Plyw'ood edges shalt have approved tongue and groove joints or shall_1bó supported with blocking, -unless h.lnch minimum thickness underlayment is installed, or finish floor Is 25/32- inch wood strip. Allowable, uniform toad based on deflection of 1/360 of span is 165 pounds per agusre foot. 5 May be 16-inch If 25/32-Inch wood strip flooring Is Installed at right angles to joist,. CONNECTION '.. NAILINGJ Built-up girder and beams 20d at 32" nc. at top and bottom and sta ggered 2-211(1 at ends 'and at ear3 splice', 2" planks 2-16d at ear'): hearing Pasiclebord: . Wall Sheathing (to framing): ip Plywood:5 Subfloor, roof and wall sheathing (to framing): ' 1/2 " and less :' -' 612 S,lor6d' 100 or 8cl Combination Subfloor.underlavment (to framing):- and less ' ' , Sci ,,. l0dl'orSd' Panel Siding (to frooing) or less ' .- f-il • Fiberboard Sheathing:7 14' . No. II gi.'" , (a)3 No. 16 es.9 No. II ga.4 No. l6eaY THICKNESS NO. OF TOTAL '"LIVE PLIES SPAN LOAD LOAD STRUCTURAL I ½ 4 24 35 • 25 - ½ 5 24• 55" 40 Other grades ½ \ 5 24 50 .1 25 - covered in USC 5/8 4 24 40 I,, 30 / Standard 25-9 5/8 5 24 45 Edges shall be blocked with lumber or other approved type of edge supports. - - PLYWOOD FLOOR AND'ROOF SHEATHING WILL COMPLY WITH THE FOLLOWING: . ' -C'. •. --- - TABLE NO. 25-R.1 - ALLOWABLE SPANS FOR PLYWOOD SUBFLOOR AND'TABLE NO. 25-R-2 - ALLOWABLE LOADS FOR PLYWOOD ROOF, PROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND -:,AND FACE GRAIN PERPENDICULAR TO SUPPORTS' FACE GRAIN PARALLEL TO SUPPORTS 1 - .5. I- 1. - - C .4 , - I. C205J * - LESGIL CORPORATION ..; -.. MINIMUM CONSTRUCTION SPECIFICATIONS , - '. i' .-.-b. 0 These are minimum specifications established by the Uniform Building Code and shall not supersede any r - ' more restrictive specifications shown on the approved plans. .. 0 . . '¼ 0' -••. " * A. FOUNDATION AND UNDERFLOOR Concrete for footings shall have a minimum compressive strength of 2000 psi at 28 days and shall be composed of 1 part cement, 3 parts sand, 4 parts, of 1" maximum size rock, and not more than ' 71hgallons of water per sack of cement. (Table No. 26-A.) 2 Wood and Earth Separation Foundations supporting wood shall extend at least 6 above the ad jacent finish grade. - (Sec. 2907(a).) Provide 18" clearance under wood joists and 12" clearance * under wood girders. (Sec. 2517(c)2.) . 3. Concrete Slabs. Slabs on grade shall be at least 3'/" thick. (Sec. 2623.) 4, TrtedWood. All foundation plates or sills and sleepers on a concrete slab, which is in direct - .,. contact with earth, and sills which rest on concrete or masonry foundations, and wood joists closer T' . than 18". or wood girders or supports closer than 12" to the ground shall be pressure treated .wood or foundation grade redwood. - 5 Anchor Bolts aid Footing Sills. All footing sills shall have full bearing on the footing wail or slab ' . .and shalt be bolted to the foundation with "," x 10' bolts embedded at least 7" into the concrete or,reinfored masonry or 15" into unreinforced grouted masonry. Boltsshall be spaced not tc'- exceed 6 on center with bolts not over 12 from Cut end of sills (Sec 2907(c).) '. 6.' Underfloor. Vents. Underfloor areas shall be ventilated by openings in foundation walls. Wall_ . openings shall have ,a net area of not less than 1 sq. ft. for each 25 linear feet of exterior wall. Openings shall be arranged to provide cross ventilation and shalt be covered with corrosion-resistant ' wire mesh of not less than %"nor more than '4 in any dimension (Sec 2517(c)6.) 7. Underflodr Access. .Underfloor areas shall be provided with a crawl hole not less than 18" x 24". .•.- . '. .. (Sec. 217c)2.) .. , - • 8 WOOD FRAMING 1 Lumber. All j'ists rafters beams and posts 2 to 4 thick shall be No 2 Grade Douglas Fir Larch or better. All posts and beams 5" and thicker shall be No. 1 Grade Douglas Fir-Larch or ' better.. (See item 814 for lumber grading requirements for studs.) - 2. Wall 8recing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. (Sec. 2518(9)5.) " . 3. Cross Bridging. . Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterallyby bridging at intervals not exceeding 8 feet. (Sec. 2506(g),) ' ..4. .Provide blocking at ends and at supports of floor joists, and for rafters at exterior walls. .- 5. Provide blocking at ends and supports of rafters more than 8" in depth. -. 0•, - 6. Piovide solid blocking at ridge line and at exterior watts on trussed roofs. 7.- Double Joists. Floor joists shall be doubled under bearing partitions running parallel with the : . joists.. (Sec. 2518(d)5.) . . . . 8 Rafter Purlin braces to,be not less than 450 to the horizontal. (Sec. 2518(h)5.) 9.. . Rafter Ties. Rafter ties-shall be spaced not more than 4 feet on center where rafters and ceiling . .- joists are not parallel.. (Sec. 2518(h)4.) . 1 10 Provide 'I, minimum clearance between top plate of interior partitions and bottom chord of - trusses ' 11 Provide double top plate with minimum 48 lap splice (Sec 2518(9)4) 12 Nailing will be in compliance with Table 25-P. - 13 Fire blocking shall be provided for walls Over 10'-0" in height. (Sec. 2517(f)), also for horizon til ' - ç .shafts 10-0" o.c., and for any concealed draft opening. . 0 * '/14 Studs: In one- or two-story buildings, studs for exterior walls and interior bearing walls shall be not less than 2 x'4 at 16" o.c. Stu dsfthr interior nonbearing partitions may be 2 x 3 at 16 o.c. • '• - . . Studs 2" - 4" thick and 2" - 4" wide and not more than 8 feet long shall be "stud grade" Douglas Fir Larch or better when supporting not more than one floor and a roof. (Sec 2518(g).) ' 15 An A I T C Certificate of Conformance for glued laminated wood members shalt be given to the - • . prior to erection. - . , '. . • •• • 0 •0 , 0 • • -. - -. ! 1. ' '. • 0 • • - - •0 .' do ' .•0 * - •.. -, * .'' • •l -- . I r' ' •..t :" . • ;.. ' 4 . . ,, ., . . * I r. - . C. GENERAL MATERIAL SPECIFICATIONS . 1. Mortar Mix. Mortar to be used for construction of masonry walls, foundation walls, retaining alls shall c1t' ist of 1. part Portland cement, 3Y, parts sand and 1fl to Y3 part hydrated lime or lime putty. Mortar mix with plastic cement shall be 1 part plastic cement to 3 parts sand Grout Mix. The mix for the grout shall be 1 part Portland cement, 2-3 parts sand, 1/10 part hy-,-2. drated lime of lime putty, and 2 parts gravel. GroOt shall attain a minimum compressive strength of 2000 psi at 28 days. - 3: Masonry. The masonry units shall comply with ASTM Spec. C90.70, Grade N, for hollow unit :.' ' -- .. . concrete blocks. . . . . 4. Reinforcing Steel. The reinforcing steel used in construction of reinforced masonry or concrete 1 ' structures shall be deformed and comply with ASTM Spec. A615-68, Grade 40. -, . 5: 'Strij'ctural Steel. Steel 'used as structural shapes such as wide flange sections, channels, plates, • . .' angles shall comply with ASTM Spec, A.36. Pipe columns shall comply with ASTM Spec. A-53. D. ROOFING AND WEATHERPROOFING Wood Siding., All wood siding shall be placed over an approved, weatherproofing barrier. (Sec. ......,. ' . - . • '1707(a).) 2. . Flashing Around Openings. Every opening in any exterior wall shall be flashed with sheet metal or 7 . . , . waterproof building paper. (Sec. 1707(b),) r •, 3. Roof Covering. Wood shingle, split shake and composition shingle roofs shall not be installed on a - roof having a pitch of less than 4 inches to 12 inches. Tile roofs shall not be installed on a roof . ' having, a pitch of less than 3 Inches to 12 inches. Mineral surfaced, built-up roofing shall not be ,. .intalledon a roof having a pitch of more than 3 inches to 12 inches. (Sec. 3203(d) and Table 32-B.) ' r 4. Weep Scrèed. A weep screed shall be provided for all exterior stud walls finished on the exterior '.with stucco at the foundation plate line. (Sec. 4706(e).) •. •t ••* . ,.E., GENERAL, . ••. 1. Attic Access. Atticares shall be accessible by an opening not less than 22" x 30". With a furnace in the attic the opening shall not be less than 30 x 30 JSec 3205(a) 2 Shower Enclosures Shower walls must be finished to a height of 6 feet with a smooth hard non- absorbent surface. (Sec 1711(d).) . . 3, Eletric Meter.Enclosure. Contact San Diego Gas & Electric Company, Customer Extension Plan. ' .' fling Depariment.for meter location. All wiring must comply with the National Electrical Code . 0975 Edition). ,1,, c • ' .. / • . . . . '-• ,.-- . .,.. .- - * . .. . • , . ..- .. .... . . . .. . . . ' , .•.. z:'- ... * . - .. ' .. ,• . -i .., . • :' ,, ' t._ .,. .' .• • • 4 .. ••..r .. • ..,..., - . I •-. • 'Li 4,'' I ' , ' ----'---..................... -:-"-:—'•--•—•-"-------—.-.— -*. I '' I, acknowledge by my signature below that these minimum construction specificatsons are part of the ap proved plans and that the c n truct' will c ply with these specifications or any more restrictive specifi- * ,, . - - cations shown on the appr I . . - T An QSIO DATK : - . • /4fa4 h'~741 (5 C4v2' ZIN17S / /t/ S7T (A2J,,zlAr) fTc- John P Landry Inc. 2921 Roee.v.It St,..t Cer.b.d, CalIforn. 92008 7141729-8974 1 • . .: .". G/7. H. 7 \' 4) dOP/N9 77L /00 ,' - PLYWD. - 2x 0 n., .................................................... .-...- '1 7q/ '9yp 20 - i) ............................................................ .. -"-. .- • • 411 125~ • 2..,.. - .. ., ....,- .:........ .........................•.'•••-'.•-•-••,•--,-•- ...... - .t•. ..y. • - 4' - ; . 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N/' W 55. i'4 • 1fr= 4/2. i6 4 f= I * I 4i 73&'N 3 - (6Xz.iY S 4 = #x/ 45 ,,t, - •- • 4 - c 17 - - 4 -- -- -- - 1 S .4 - S 4 •S••5 S5S•- _- S.. - .4 5 5 •5 5 .,•• S T •• - 4 $5 •.ft. -* S ;4• .(., 5- 5 S çS 55 4 - - 5 .. •.'-4r- 1 .' . 4•.tt '*, //N4 A',ws n'-a b/r6 . •.•'. 94N. /2 • 34. //A/ 40 85'' ib 7 /4'2 ; O . 4 44755. ;& X. - ... - .• ZX /4'.7.... .• . . .. 0 • *0 JX /b.7 :. . 0 . •0• Hox /'.7 . :: W . ••. •. --=,. ;4 • ?" '45i .à/Ø - . . * • - •. .• • ,5o/O 4,7 ) . 4 • • 4 4. - 4'qw4 H: -C4e2r /QV7 44 (Arc 4' = 222.7 : .....: JQ.... :. /O41 • ----.•- c€t3c, b%c?oy 1I/N J 6/ ••• • • .f.--•__. ----- -.- I I • a - -. :•., -. •. - - -- - -----------. • T' • - , & a /1 2? &0 ' .\\ F; - 4 --.-' iT' - -• 67 4Ô5 = c)x4q ;._7a4_•._ - - '(Zx e o"o c,) x W4 = /73 7 7Z) . T )x105 - 1 ) ôo 2 7Z 7lco)X./c25 -' * 6300-0 j'v)x40.9 qo -- ?2..2 - - a = /6?7O9 j .. 2T;---; '5= =/7v 167. 4 'c744''36' I'%o - 1 q44t' • :' : P,4/oc./O L • J. Structural Engineer : Job. No. __________ 17027 Matinal Road By San Diego, CA 12 7 714-485-7093 Date iic (Co UJ) IX 1 444-15 2Zc, ____ -. -• I * I . I n: • r .• : •. . .. : - r - • • - LI' •:• .• '4* • • • '. •• •. •:__ - •' Ii -'4 - .• J• J ,•-: *• . • ' •_••.• •0 - 11 FLr :••• • •• . ' . •• .. PL 40, Q7 7 . HARRY F. FLETTER Struátural Engineer .4J 40 cA -44ø#c Job. No. 2-3 17027 Matinal Road B LI SanDiegO, 112127 . I 714-485-7093 _________ Date S/) Lç&/rn/fle(/rYxor- Fc4 = (2)- / J., t) PL: .z .-7 -- 4c Z9Q ./A1 Y 7 /" A7'e 2j'L7 • '/2://i, /24 ()JA Q ( 4 ' ( S Or-974-% uy. L7 • • 4-4- . = 1 3 009 -- 4, -. .747 . . . :. L 17 • . • 7( - ----:. 4 -• .4. -, I 1 i r - Structural Engineer Job. No Ot 2.3 O 17027 Matinal Roc1 B San Diego, CA. 2127 • ________________ 714-485-7093 2 Date _____ N 0 ti ZBi - : 4: p :H c ec. C_... PAL4 JALL J c cc)L cL-= (3J I - Li . < 4-4- • r S'c 39ô -L L) 4z 2 (jc - - - 0&4 zctd7 - HARRY F • FLETTER Structural Engineer Jbb, No. OI 2.3 O 17027 Matinal Road 4 San Diego, CA 92123 714-485-7093 y ' Date V7 -L e • : - c :•.1:.$ S ./c..2 CtCp 'ôfc - - -AJ.. • . . K. .• .. ' LO _L_-17&.' (&_ - - \CV2c7 o-ç et7 V ,. • Lco.7.ir CKO : I P.k.,. . OL Iz 7 4 ____ IL .s/. L5, PL -• '-r 9... . - — b* MARRY 1. tLTTh±( -. -Structural Engineer V. No 2.3 O 17027 Matinal Road ;:.- * ..By San Diego, CA 92127 714-485-7093 Date - £ - - ?V- 7 4!- Z.747 \LLJt 6 K Z533 &Z7 I /. • •. :-. (7??4-. 2 Mzl~ 4-Z -z., 1 CD 2c-4 : s 3 • • ,-. .• • •- •. . • Al •• ST .HARi rER . Structural Engineer - Jw. fio. nol 73 O 17027 MatinaiRoad . By C m f'7 O1') * . S an iego, JLLLI - 714-485-7093 Date ..= 10 Di r /Lc.33 c? * . L. . . 54- Tz- dl/ .437 ALL C) E g. 7r77 4LI / of • •. . . :. ,. .• . 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I; •• • . • . .•t . z_. •- : : l • #i: • .. ..' • • •. &.- .•r s•J.• •... .. ••.• 7 •. • • ;. ' •-TI g .t.-L' .c.. .: :- -' l ,••. - — JJ ¼ - ' .•. I - - - -.... - ,•. ( y''- : •..- • - ••: :-. •. • vc4/:~ - 74 LV V / •"'V ) ' "JALL \7 V't 40 toll V - t - •• V Z ,- :--- - ç V • - _ V V ..ipw T 1. i pit - V •V S_VVV Y-'t VVVV V t • s(. (1' - V • V VV - t • •V ttJ.. •. • - - •V V : ar , l 2 -4raul El - - V • ;'t- •.' - - -4-- -,- I - i- ic*t - • •fr• 14 5c1/1l V •c • • VJ f 7 :/ V I V V 'FL r à- ' : 7 p 2 i V I I I •.• : -• I - 4 I,•t. j 4l4 1 1 I -• I - I F 'c. I r:c 3 usc - 9. w. 8. pcROoSkOS. CVILEMNEE! , ALVENTON ENGINERINGGEO.OGtS1 4326 VANDEVER AVENUE SAN o,EGO:YcAL,F0RNM Y .& I •- - V ii.; ASSUCIATES-.' POUNOA1I6N ENGINEE$UNO £NINEEING GEOLOGY 92120 • PHONE 283.6506 December 10, 1980 - L1r. Va11y, Rogers. Job No 80-6530 IIermsa Homes ' 4 2551 State * Carlsbad, Californr& 92008 SUBJflCT Report of Soil Investigation Hope St±eetCordon%iniurns 2820 Hop eAvénue,. Carlsbad, California 14 - Dear rir DOgers , ç ;• ,1 - - •*• ••4'.. - ••. . - 4 • - k •• S • aèrdanàe- witI16ür request, oir firm has 6onducted an -.•• "Inv ofthesurface andkdubsurface soils at the subject ;t,.40 story condominium site -'Theeiic1Osed, report' siirnmarizes the results of the subsurface Cxpioraiohs, testesi1ts of the typical bearing soils, and . the recommendations-made by our' firm for the proper design of the prooed structures, and the development of the site to 1receivë the proposed improvements. Our ihvestigation èvea1s that the site contains low expanive, i1ty. •sadysoi1s. Thes&ri-atural ground soils extend approximately 20 feet below the-top of existing ground. It is our opinion that -if these. expansiv& natural ground -soils and the other bearing soils .are properly prepared and treated as recommended in this report, they will be suitable for the support of the proposed structures and the other improvements. This opportunity to be of service is sincerely appreciated. Very truly yours, WILLIAM S. KROOS-KOS & ASSOCIATES • 'vii 11am Slrdosko', President WSK:skm - RCE 11318 - - , , . • ' REPORT.OF SOIL INVESTIGATION HOPE STREET 'CONDOMINIUMS 2820 HOPVAVCNUE -'V ... V CARLSBAD,.'CLIFORflIA q. SCOPE:. . ., :'. .f__'- •4•V This *keport' presents the findiligs1 and1 results of our soil invéstigation.at the condominiums and other..contemplated improvements,. It is our understanding that the proposed structures are tobé: constructed of conventional concrete fôundàtions,' spread footings, and of standard type building rnteri-als, not exceeding jtwo stories in height. The site plan provided fo.our use. at the time of the soil invèstigat.ionwás prepared-by JOhn P. Landry, Inc., of Carlsbad, Carifornia Thisplan was on 1 alo of 1 inch = 8 feet, and showed theproperty boundaries Vfld the location of the proposed structures,,, as well as the parking-areas and existing contours. With the VabOve in rnind,,'this soiiinvestigation was undertaken in order to: V V 1. Classify the undérlyig soils and depths to the various V_V •ç stratas from existing top of.ground. 2: Determine the allowab1,soil bearing pressures ,for the hatural ground,- and these same materials used in the compacted fill, based on analysis of shear and consolidation V tests Of the encountered underlying soils. V V 3 Determine the presence and effect of any expansive soils and uncompacted fill soils that would cause detrimental damage 'to the proposed structures and other appurtenances. Predict the settlement of the natural ground and compacted fill of the same material under the proposed structural loads. Recommend treatment for areas containing expansive soils -and uncompacted fill soils. Determine any construction -problems that may develop as a result of the soil characteristics encountcre.. SITE: The site is situated on the east side of liOpC 2\venu, between Grand Avenue and Home Avenue, in Carlsbad, California. There is roughly 95 feet of frontage along Hope Avenue, and the depth of the property is on the order of 220 feet (Please reference Figure No. I) .• ,'.' - S. •l:5 s'$ p. Page2 Report of Soil Investi4àtibn. ' Job No. 80-6530 Hope Street Condominiums 2820 Hope Avenue -. Carlsbad, California ' .• . . • -• There is',àn'existing"*~6'ne,,Stbry~,,sttucture presently undergoing constructio known as 'Phase I for the Hope Street condominium project. The the rear of the property, or 'Phase 11,' will be constructed shortly. The site a formerly,'iised,for•'sbme'light agricultural purposes, and the ground is basi'cálly fl.t-1ying. There are some tree stumps frorn;trees that háe' bee'n cut down; these tree stumps will be removed prior to the grading process. Otherwise, the site is virtually-level, with, no topographic irregularities'. No waté, seepages wer ,obser.vd •on' the site, but' a water table .,was revealed at a depthof'llfeet below the top of existing ground.' . :' • • . '• ' FIELD IVES : TIGATIONS: A total of 2 borings were, advanced on the site. Their positions were located in the field,-by our engixeering geologist referring to the site plan preparedby John Landry, Inc., of Carlsbad, California. The test borings were. adanced on December 4, 1980, by our truck mounted auger drill working under the supervision of our engineering geologist.' 'For a description of sampling techniques, please refer to' the attached Appendix No. I; . "LABORATORY TESTS: '• Expansion tests were conducted on the silty; sandy soils in accordance with the procedures described in' Section 87.601 of the San Diego County Grading Ordinance. Mechanical analysis, direct shear tests, consolidation 'tests, and compaction tests were performed on undisturbed ring samples, as well as disturbed sack samples, which'were all brought to the laboratory for testing. Appendix No. I describes the laboratory procedures in detail. SOIL BEARING VALUE: eu1ts of direct shear tests on samples of the encountered bearing soils indicate good shear 'resistance and cohesion properties, which is a measure of good bearing support. Utilizing the average value of 30 degrees for the angle of internal friction; and 300 pounds per square foot cohesion, with the appropriate Terzaghi Equation, the maximum allowable soil bearing value of these encountered natural ground soils and compacted fill soils of these same materials is at least 2,000 Dbunds per square foot. c ' -fl - - Page 3 - Report of Soil Invetigati'on4 Job tJo 80-6530 Hope Street Condominiums - - -. 2820 hope Avenue - Carlsbad, Cálfforni-a - FINDINGS AND RECOMMENDATIONS. The following summarized;findingsand recommendations are based on the analysis of all 'the '.'data and information obtained from the soil.invstigation. This includes our visual inspection of the site, field investigations, and-laboratory tests on soil samples analyzed, and ourr generalknowledge and experience with these native 'soils - t- -. 1 Thebpredom1nantsurface soils to a depth of 1 foot below the top of êxisting -ground consist of loose, dry, brown, -silty,- sandy.-tbpsoils ihich possess low expansive. .chracteristids'Test -results indicate that these soils possess a swelLvarying- in magnitude between 0 to 3 percent, as measüi-ed br-ythe.county of-Sah.Diego Test for Expansive Soils. .The underlying natural grourd bearing soi-ls (below the low expansive soils)"tóan undetermined depth consist of medium dense to dense,, damp, light ecl brown to yellow brown, è coars.and finesands. These soils are low expansive; therefore, possess less .than3 percent swell. ; s-,', 2. Since it isthe-inteñtion of constructing the proposed structures On-the low expansive soils, then it is recommended that the following work-be performed. a The continuous'perinieter foundations and spread footings shall exterd, a minimum depth of 12 inches into the firm natural. ground or compacted fill. The continuous - foundations shall be reinforced with two No. 4 steel bars; one bar located near the top of the foundation and the othr bar located near the bottom. The-concrete flOor slabs shall be founded on at least 2 j inches thick of non-expansive soils, such as on-site t silty sands, decomposed granite, etc., or equal, and be reinforced wih 6x6- 10xl0 steel wire mesh. --It is recommended that all non-structural concrete slabs, such a4 patios, sidewalks, etc., he founded on at least 2-ihches thick of non-expansive soils. ci. It is recommended that all d riveways be founded on at iCast 4 inches thick of non-expansive soils. 3. If imported fill soils are required to bring the site to grade, they shall be obtained from an approved off-site borrow area and shall be non-expansive. Non-expansive soils are those which,h-ive a liquid limit less than 30 percent, a plasticity ' '. -. ''.* '. "f" - " .,._, C ., •. ae'4 Report of Soil Investigation ' "-: Job No. 80-6530 Hope Street Cohdomin'iums-. 2820 Hope Avenue . •, Carlsbad, California 4 index of less than 15 -.per a swell of less than 3 percent when compac.ted €o ,at.' Ieast 90 percent of maximum dry density load of 1 pound per square inch. These-..imported-fill soils shall be compacted to at least 90 .percentof maximum, dry density. 4 It is our results and our experience, that the. 'ri'atura'3 ground ji'l and the compacted fill soils 7(compacte& to at lest 90 percent of maximum dry, density), possess 'a safe soil bear ing.yàIue of 2,000 pounds per square foot. This soirbea'rin valii&inay be utilized for the design of continuous foundati'on'andread footings when founded a minimum depth of 12 inches. thto the compacted non-expansive fill soils and-compacted nôI-expansIve natural ground soils. This soilbearing'\raliie ay'be'inreased one-third for design loads that' include wind -or seismic analysis, and indlude all of the' irduced l'oads, dead and live. The' minimum depth of' the cdhtinuous perimeter foundations and ' spread footings into the compacted fill ground or firm natural ground, of course, w'ill depend On the'minimum requirements of. the engineering'of the structures. The passive earth prssure ho be used for the design of foundations and footings to resist the lateral forces (wind or seismic) shall be based -on an equivalent fluid pressure of 400 pounds per cubic foot. The active earth pressure for the use and design of foundations, walls, etc., shall be based on an equivalent fluid pressure of 33 pounds per cubic foot (level backfill) The active earth pressure for the use and design of restrained walls shall be'based on an equivalent fluid pressure of 70 pounds per cubic foot. A coefficient of 'friction may be used between the soil and the concrete foundations and floor slabs on a factor of 0.4 times the dead load. This value may be used in conjunction with the passive earth pressure in determining the lateral resistance of the compacted fill soils and the natural ground soils. It is our opinion, based on test results and experience, that the natural ground cut slopes' and the compacted fill slopes will be stable at -maximum inclinations of 1.5 horibntal to 1.0' vertical. - Settlement of the natural ground and compacted fill soils under the proposed structural loads will be in. the magnitude : . £ :W; .Page•i IA Report of Soil Investigation • Job No. 80-6530 Hope Street Condomiñiuni - .' 2820 Hope Avenue Carlsbad California,,,-.1', to ' - - of 0.5 inch andWi1Fb&,uhifo:rm. It is predicted that at least' one-half.ofthàáritjcii5ated settlement will occur during the. per iod.cnstrüction. - In order to min'imi'ze'-,the differential settlement that could occur to any prooedstructures founded in the 'daylight areas orl -in., area, depth- of fill varies greatly frorn-on&sidCofethéRstructureto the other, it is recommended (but not required)..that- the concrete foundations, footings, and floor slabs be4.reinforced-with steelbar.s.and wire mesh, respectively, following the recommendations of the architect or engineer ofthe -building. program.. The compacted fil1:àils that will occur within 5 feet of the proposed f-il-l-'slopwifl possess poor lateral stability, even though .they - wil--l-b.certifièd to a relative compaction of 90 percent..of maximümdry. density or better. Proposed structures andOther imprOvments-, such as walls, fences, patios, side- walks, swimmin podls driveways, asphalt pavement, etc., that are located..withiyi 5 feet of the face of the compacted fill slope could suffer differential movement as a result of the poor lateral stability of these soils. 10. Foundations and-footings of the proposed structures, parking berms,-walls, etc.,'when founded 5 feet and further away from the top of compacted fill slope may be of staidard design meeting the- réquiréments of'the governing agency, and designed in conformance with the recommended soil bearing value. If pronbsed foundations and footings are located closer than 5 feet inside the top of compacted fill slope, they shall be - deep'ened' 1 foot.below a1.5 horizontal to 1.0 vertical line projected outward and downward from a point 5 feet horizontally inside the top of conpacted fill slope (Refer to Figure No. V) 11.. In the traveling areas and parking areas for automobiles and. light trucks, it. is.recornmended that the pavement section Consist of at least-2 inches thick of asphalt concrete .over at least 4 inches thick of crusher run base, decomposed granite (graded) , or equal. In areas where heavy trucks load, unload, or park, it is recommended that the pavethent section consist of either of the following: -- a. Eight inches -thick of concreto pavement founded on the firm, non-expansive compacted natural ground or non-- expansive, compacted fill ground. b. Three inches thick of asphalt concrete founded.over at least 9 inches thick of crusher run base, decomposed granite (graded) or equal. I .4 4 S.. • ,_-4 - 4 . rage6& , • 3-,,.. 4 . Report of Soil InvFest-igati -or' • Job No,. 80-6530 Hope Street Condominiuiris,, •: . - 2820 Hope Avenue ,•-•. ,' .'• Carlsbad, California..', • . .' , -'. , . - ,, .l2 Any baákfi'll soilS'pd.i€ility trenches or behind retaining walls which s pô"rt structures and other improve- merits,. such asrpàt±'b"sidWalks,"pavement, etc., (other than lándsc.aping)'&'shalL"be'ó'ompacted to at least 90 percent of maximum dry, density. No sub'urfac a's swimming pools, shall be 4 äonstruted on ex sive;soil's unless they are properly reinfotced toreflecttheêxparisive conditions, and, in general, follow the'iècômméndations of the-soils engineer. 4 '1 " ' • 4.: 4 •, Planter boxés'adjaôE.ñti't'o'rthe building foundations shall be constructed with ,äxáve13base 'and/or drain, with the direction of drainage water, ãwáyfróri the building, foundations, footings, and floor slabs to.thestreet or the lower levl of.the site. - 4' 4 4 4 .•, 4 14 .-'Adequate measuresh1l b.undertaken to jroerly finish grade the site after the' structures and the other improvements are in olace, such, that the drainage waters from this improved site arid the adjacent properties are directed away from the foundations, fOotings, floor slabs, and the' €ops of slopes, via surface swales and subsurface drains toward the lower level of the site, 'or to the, natural drainage direction for this .area. Proper' surface'.and subsurface drainage will insure that,4n0 waters will seek the level of the bCaringsoi1s under the-foundations, footing,. and floor slabs wh'ich could result in undermining and diffe'rential settlement or uplift to the. structures and the other imorovements. GRADING SPECIFICATIONS: The grading operation shall be performed in' accordance with' the enclosed "Grading Specifications", Attachment 1, and with the general requirements of the City of Carlsbad, and the applicable recommendations in this report. . The fill materials s'.hall be tested by members of our firm to insure that they were compacted to at least 90 percent of maximum dry density. Upon the completion of the grading operation, a Report of Certification of Compacted Fill will.be prepared by our firm. 4. 4- LI1ITATIONS: The recommendations summarized in this report are based on the evidence obtained from the boring excavations, laboratory tests of the typical bearing soils, examination of the site by our engineering geoloqist and soils engineer, and experience with the soils that are native to this site. Uniformity of the soils ' has been assumed between the borings that were excavated. . -.1 s e 7 g Al Report of Soil Investig?ti.n o•. Job No. 80-6530 Hope Street Condominiums 1 - 2820 flop1e Avenue Carlsbad, Calif ornia.t ( During the grading oeration,ualxfied personnel from our firm will perform an inspedEion. 0f the underlying soils to substantiate the findingsand:recornmendations as outlined-in our report. If any irregularities:ae öbseved, specific action will be undertaken to provide an adequate remedy. It is the- ±esponsi o'f.]ié owner and/or the developer t6 insure that the recommendations summarized in this report are carried out.in the fieldoperation. This report and all 'siubsequexYc reports and addendums automatically become.a part of the bui1ding specifications. - I' 7••• ..-- If you have any questiOns.cbñcerning -this repOrt, please do not hesitate tOcailus.. This oppOrturiitj to eofsevic.is sincerely appreciated. Respectfully submitted, 1WILLIAM S. KROOSKOS & ASSOCIATES USK:skm Williain S. Krooskos, President (5) Addressee RCE 11318 a B .".'••. ,• ..•-.. 'H S.S - - -. -. -;; :-•-'..c .5- S N OTE im - I This Plot Plan not to be uedfofergiñeering purposes. For existing and fini,h5. cçadost, property dimensions, location of ei'stingutilities and other improvements;.etc.;refcr to th6 Built Plans and 'the Approved Grading Plans. . S - 4 -I %J '•S-1 1 ' 5 • 5 5 . R.EFERENC• Site Plan Provid By: :.. John P. Landry Inc. of. Carlsbad, California SCT\LE : 1" 0 L E G ND Apfoximatc Locatioii of Test 130rI.g ............... 8-i Property-Line:....................................... .- PHASE I-Existing Uuilding ......................... PHASE- Ii - Proposcd Strucurc ..................... Existing Natural Ground Contour ................... (5 HOPE STREET CONDOMINIUMS 2820 Hope ivenuc Carlsbad, California z CL -J I- 0 —j CL ZY I.. BORING SUMMARY SHEET - ZIU a.ku , CL Q,'.L qo '.. Soring No Elevation 1 - >. 0 .a 1 q 5* -. 0 . 1 0 Boring No. --- -----------'---.--- Loose, brown sandy tosoils (SM) Medium dense, damp, red-brown - - ®. and yellow-brown fine and 110 12 .. 3 8 +3 coarse sands (SP & SM) . -. Alternating layers of fine-.grained and coarse-grained sandstone, -. . .(;`V . varying in sorting and grain size 10 - now dense....'. 102 14 .3 10 +3 Water @ll ....... . Still, the same-sandston with •. coarse and fine fractions-grain • . 1 size varies as' does sorting . Still the same V BOTTOM OF HOLE. 20 - ------------------------------------ -. ____ -- , -, 'V. . ... . , . . 1. Vt• Boring No'. 2 * 0''----------------------__,. Loose,hrown sandy topsoris (1)' V V - V. •• . . V., ,. Medium dense,: damp, red-brown . 5 - to yellow-brown' silty' and, coarse' , sands (SP & SM) . . . .•• ':. , •' • ..•. -. ..t, 'I -. . No change. - V ' • V _____I - . , BOTTOM OF HOLE. 10 _ .• V ' T. V . . . V. . V V . LEGEND V • O ' '•.. -'i.' HOPE. STREET CONDOMINIUMS Undisturbed Sam ple -=-, Water Toble Job No - 9'0-65"30- Disturbed Sample 5 j, 10 Figure- No II at IDIRECT SHEAR TEST DATA I 2 3 [APPARENT COHESION p$f) 300 [APPARENT FRICTION ANGLE 30 40 30 EEE \r V - - - - - MECHANICAL ANALYSIS 20 - - - - - 3 3/4 4 10 40 200 - -------k- - IOU 80 110 60 4\ 40 t z 41 20 - - V 1000 100 10 1.0 0.1 0.01 aOOt - - - - - - - - - - - GRAIN SIZE IN MILLIMETERS O884 L1c1 SILT 4 CLAY 1 so MAXIMUM DRY I 2 T 3 .2.70 V DENSITY (pcf) 126 - 2.60 V SPECIFIC. GRAVITY OPTIMUM MOISTURE . _CONTENT(%) •5 0 '. V J o ZERO,AIR VOIDSCURVES j MOISTURE CONTENT / ..• V so O 10 20 30 .40 . V V LABORATORY COMPACTION TEST -. .• V V SOIL TYPE SOIL CLASSIFICATION V BING NO. TRENCH NO. DEPTH I Brown sands 1 3' EL V V .HV V .. V V V V * FILL SUI1BIUTV TESTS 41 V V • VV•VV• V , V V JO8NO 80"-6530 FIGURE NO iii SWELL TEST DATA I 2 3' INITIAL DRY DENSITY (pcf) 116 INITIAL WATER CONTENT (%) 15 LOAD (p $f) 144 PERCENT SWELL +3 t. , V .W ILLIAM .KROOSKOS &ASSOATES Job No. 80-6530 Figure No. Iv CONSOLIDATION -PRESSURE CURVE _ - MAXIMUM DRY DENSITY Proposed Structure Concrete Floor Slab VA - 5-0" _j- i - - _______ Top of Compacted -. L Fill Slope - - - - -.-,-. /Ch -, cOrnced hii4siope .1 - Maximum Inclination - 1.0 - Reinforcement of - - - - -. - - Foundations and Floor Slabs.. - following the recommendations - :zI of the Architect4oiC Structural- Imum 1, Kin Engineer Concrete Foundation - - - - - - - Compacted Fill - - - - - TYPICAL SECTION Showing Proposed Foundation Located Within Five Feet of Top of Compacted Fill Slope) - - Job No. 80-6530 Fiaure No. V .--- •-;--__ APPENDIX NO. I FIELD INVESTIGATIONS: Auger test borings were excavated on the site, utilizing a truck mounted Model 55, Central Mine Equipment auger drill. The encountered soils from the auger boring excavations were examined continuously, and visually identified during the field operation by our engineering geoljist. Undisturbed core samples were obtained of the natural ground soils by means of a two inch diameter 'split tube sampler". The sampler is driven into the soil utilizing a 30 inch drop of a 140 pound hammer. A record of the blow count is made for advancing the sampler 12 inches into the natural ground soils. The sampler is removed from the ' qround, and the brass rings containing the sampled soils are sealed in air tight plastic containers and transported to the laboratory for testing. This method of sampling the natural ground soils is known as the Standard Penetration Test. Penetration Resistance Relative Density (Blows/Foot) of Sand -. 0-4 Very Loose 4-lU Loose 10-30 Medidm Dense 30-50 Dense Over 50 Very Dense Boring Logs were prepared on the basis of. an inspection of boring excavations, and the results are summarized on the attache . Figures. The nomenclature used in describing the soils is outlined in ' accordance with the Unified So1 Classification System, as illustrated on the enclosed chart in theear ofthis report. Soil densities are -given as soft, firm, andhard for clays; and very loose, loose, medium derise,.dense,and very dense for silts and sands. Soil moisture contents are described from range 'of .a dry, damp, moist, wet, or. saturated. . . LABORATORY ESTS: Laboratory tests were performed onundi'stubéd and disturbed soil samples tn:order to determin the Ir.physical and mechanical properties, and their suitabi1i orsupbrting!the proposed structures. Remolded samples were also-prepared in the laboratory, .. where dense soil types prevented undisturbed field sampling. .--•.:- . The following laboratory thstwerê erforfned -on the sampled oils: - . 1. Moisture and Density DeteminàtIons. -.. • 2 Direct Shear Tests - .• * • 3. Consolidation Tests. . ,• '--.•.,• •__v•. j' I' . : - - -: • ...• I -. - ' '•.'.- .- •,i: : -• " - i - .................................C'.;l ., ••4 •. ?. , (......................• , b 1 Pa( e 3 APPENDIX NO. I ;-; in Chaptr 6 of the San Diego County O r d i n a n c e 2 9 2 5 , T e s t f o r Expansive Soi1.:• The results of the expansion test a r e : s u m i n a r i z e d , on the attached Figures. To predict potential swell, the clay • samples (contained in the brass rings previo u s l y , d e s c r i b e d ) were properly prepared and were allowed t o a i r d r y f o r a t l e a s t t w o • to three clays. They were then placed in the consolidometers undera normal load of 1 psi. water 'was then added, allowing the samplesto become saturated and swell. Dial readings were performed at the start and during the progress of the expansion test until the readings were less t h a n 0 . 0 0 0 1 i n c h p e r h o u r . These test results are noted on th e e n c l o s e d F i u u r e s - .. ,••. a - ••-• • . ••• • •:. , . • ,. • .• ,? V V - - •1 4- - • - • .• : • .1 • •,. •'V•_ • - . %,,• p A 4 4 - V 4 • , • • - 1 4 • M iI 41 Attachment 1 Page 1 GRADING SPECIFICATIONS GENERAL: The intent of this item is to properly establish for: clearing, compacting natural ground, preparing areas and placing and compacting fill material to the grades and shown on the approved plans. procedures to be filled, slopes as CLEARING: All vegetation, brush, and burned or otherwise disposed finished appearance. and debris, shall be removed, piled, of to give the surface a neat and S. COMPACTING NATURAL GROUND: After clearing, the natural ground shall be carified to a depth of at least 12 inches, watered to optimum requirements, and compacted to not less than 90 percent of maximum dry density, according to A.S.T,M. Test Method P 1557 in a 4 inch dia- meter cylindrical mold of 1/30th cubic foot volume, Field density tests shall be taken in the natural ground in accordance with A.5.T.14. Test Method D 1556. '. FILL MATERIALS: Materials for the fill shall, be apprOved by the soils engineer and shall be free from vegetable matter and other deleterious substances. In the event that expansive materials are encountered within 2 feet of finish grade, they should either be entirely removed or thoroughly mired with good granular material before incorporating them in fills No footinq shall be allowed to bear on soils which in :.the opinion of the soils engineer are detrimentally'expansive, •unl,ess designed for this clayey condition. PLACING AND COMPACTING FILL MATERIAL After preparing the areas to be filled, the fill materials shall be placed in layers not to exceed 6 inches in compacted thickness. Each 1aye shall be watered fo optimum requirements and comacte'd to not 1ess than 90 percent of maximum dry density in accordance with A,$TM. Test Method D 1557. Compaction of the fill shall then oroceedin the specified manner to the grades as shthqn on the apprqvedpians hen the slope ratio of the original groundlis steeper than 5 0 hor- izontal to 1.0 vertical, the original. groun6"shall be steependor benched. Ground slopes flatter than 5.0.horizontal to 1.0 ve€ical shall be benched when considered nece1. 11ssary by the Soils Engineer Fill slopes shall be compacted by méa ,ofsheepsfoot roller or Other suitable equipment Slope compaction shal.1 be continued until the slopes are stable, but not too dense for planting . c ' ' Field density tests shall be taken whpnconsidered necessary by the soils engineer in accordance with A S T M Test Method D 1556 and shall be made not exceeding 2 feetn vertical height, providing each layer is tested. -. SUPERVISION Continuous supervision of thef ill shall be made by the representative of Jil1iam SY.Krooskos &Associates during the grading operation so that he can'cértfytIatthe fill was placed in accordance with these specifi tin..- : I SEASON LIMITS: No fill materialshá1bè.pláced, spread or rolled during unfavorable weather. conditióIis:. ,Wheh. the work is interrupted by heavy rain, the filling opertion;sIàl1:n0t be resumed until field tests indicate that the moisture content and density of the fill are as previously specified r 44 I ' / '' •.. , GRAVELS - CLEAN GRAVELS More than half of Coarse fraction is larger than No. •4 sieve size but smaller than 3". GRAVELS WITH FINES (Appreciable amount) SANDS - CLEAN SANDS More than half of coarse fraction is smaller than a No. 4 sieve SANDS WITH FINES (Appreciable amount) GW GP GM GC SW 1 • SP SM SC UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL TYPICAL NAI;IES COARSE GRAINED: More than half of material is larger than a No. 200 sieve. Well-graded gravels, gravel and sand mixtures, little or no fines.. Poorly graded gravels, gravel and sand mixtures, little or no fines. Silty gravels, poorly graded gravel-sand-silt mixtures. Clayey gravels, poorly graded gravel-sand-clay mixtures. Well graded sand, gravelly sands, litLie or no fines. Poorly graded sands, gravelly sands, little or no fines. Silty sands, poorly graded srid and silty mixtures. .Clayey sands, poorly graded sand and clay mixtures. FINE GRAINED More than half of material is smaller than a No. 200 sieve. ••• SILTS AND CLAYS. NL " Inorcjanic silts and very, fIne sands, rock flour, 4 '.• sandy sift or clayey-silt )sand mixtures with slight plasticity. Liquid Limit CL fInorganic clays of low to less than 50 . . . medium plasticity, gravell clays, sandy clays, silty •.• ciays, leanclays. oL:. • ; .Organic silts and organic -silty clays of low ' 1 plast cit SILTS AND CLAYS flu Inorganic silts, micaceous rdiatomaceous fine sandy or si'lty soils, elastic . silts'. . * Liquid Limit - .4 J• • greater than 50 cnP •i,Inorganic clays of high I plasticitj, fat clays 011' r Organic clays of medium to - high plasticLy HIGHLY' ORGANIC SOILS PT1 - Peat'and other highly organic soils .... ......-KROO ... 4 . •. • '* ASSOCIATES - 1 L sq il&rodation Engineers 4 4 4 TELEPHONE- 200 IMA AVENUE (714) 729-1181 CAflLSAD.CALfOflN,02303 'I (ttLp o RESIDENTIAL VALUATION CHART -4 rzeL~A 7(0 Living 1'rea 7/Ok x Garge Area _________________/0O ___X 10.00 /0 Covered Porch X 4 00 Covered Patio X 4.-00 Balcoics X 6.50 Each Bathroom Over 3 — X 1,900 00 Each Fc1ace oer 2.- - I 1,O0 00 ir. condtioning_ - Y 2 40 . . •.. Total Valuation Plan Check Fee (50 of bldg.,pernnt fee Condoniuiurns 65) T01!t V1U'\i Total fees - $1 00 to 0 00 $S 00 b01 00 10 $' OCO 00 $500 for ti c f1rt S00 00 pu $1.00 for each dditona. S 100.00 .or fr. . 0• tom t1i & of to uJ inch tn 000 2001.00 to 25(LO0 $20.00 for the first s:,tno.00 - . .J0() fdr e.ich dtoria1 S ou.0O o incltcd - fl. -I to, ' (it cc -of,' o 114(1 flJJ C) to ,0 O 00 Sit > CO hrr tl hr t 5 00000 Ill S 3 (10 for 1r1t tt!t,< Ti f 1.009'00 - - . -, or fr.icton thercof. to atut iciclud iug- . -0.0f), (Ic) S50.00i.00 L'.) 10000(t.0() '"U;7.00 fnr Ow ft $o,0oO.00 ))111S - 2.(I0 for each a ttwi;ii Si •(I(1U.U0 - or ftac-tun thrrtuf, to agid iilclti(liuk' - - - - • $10)_000.00 .. 10),t)U i.(.(1 to OI01Iti.0) 5237.01) For 1111- 1rt S 100,000.00 .- • .1.h() for e;'cli tcITtttjc,ti:tt `1.000.00 or frrtioii ttrro! 10 and iuItichct . -. • • 00I().0() . . . • * .. • - (c) lj:r:'titci of i*I:til •/ Ct11)IIS for vitic•it Itt) f)CI I1ot r •• • - . - . • I..IIcct v.jtiii Il() ct.t,. (4'iitivjrt' tiic ti:tte (if :11i,1ic:ic,ciit :.ti;itl c.\pirc fly • - • 1;ot;ticuc tt'.! 1I.I;- .tlilllt4tl f.r (icc,tii1 itt;iy IIl':Lt::%IITl t) 1)tijtti:<f )( • - - the ;li4jl;c:ilt or tt\ticlyc() [-/ tilt' 1tttlii,: UUH;tf.Ttic ittittlit' OiRt1 • - • )fl:ty c-'L,.-iiti tttc liic- mr tt:!icT:t lot : 114riu(t ittit ((&t(hf)( •••-_•_-•• I ii t 6110 11 \%'I i1 I ii I 1! it i tot lw ii 01.1c 'toll It, i I-( I" of ito: ;i1ph.iot hoc J.it VI: 4lIitt :lcIn,t f-i 't. I f / ,-_)