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Home My WebLink About2407 SACADA CIR | 2409 SACADA CIR; ; 80-76; PermitLICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is In full force and ef- fect. OWNER-BUILDER DECLARATION DI hereby affirm that I am 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- struct, alter, Improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed state- ment that he Is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that Is ex- 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). O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not Intended or of• 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 owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale). ~-as owner of the property, am exclusively con- foactlng with licensed contractors to construct the project (Sec. 7044. Business and Prolessions 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 Sec~----B. & P.C. for this reason, ____________ _ Dat~,-71 Ownr{La'(5 WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-Insure, or a certificate of Workers' Compensation Insurance, or a certified copy t~ereof (Sec. 3800, Labor Code). POLICY NO. ___________ _ COMPANY ____________ _ □Copy Is filed with the city. □ Certified copy Is hereby furnished. CERTIFICATE OF EXEMPTION FROM 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 lhe work for which this permit Is Issued, I shall not employ any -perso'\111 any manner so as to become subject to the Workers" Compensation Laws of Callfomla. NOTICE TO APPLICANT: If, after making this Cer- tlfl~ate of Exemption, you should become subject to the Worker~r Compensation provisions of the Labor Code, yw must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY 1 h.-ohv affirm that there Is a construction len• CITY OF CARLSBAD-BUILDING DEPARTMENT USE BALL POINT PEN ONLY APPLICATION & PERMIT 1200 ELM AVENUE (714) 438-5525 I LooSI"<:ucttOc C>S: a, OlU?14.->( ,,oM.q., ·J 1 /'/)'I DEslGNER's ADDREss , 1... ,_, CENSUS TRACT GP LAND USE 2-- 8LDG SO. FT. 5, I VJ) BLDG USE s ,19 ~ rJ'o ST AND ARD PLAN # PLA"J!;- QTY. PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU EACH BUILDING SEWER 'l' JlA5 ,PZle ~R 100,000 BTU EACH WATER HEATER ANO/OR VENT BOILER/COMPRESSOR UP TO 3 H EACH GAS SYSTEM I TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 OR MORE BOILER/COMP_RESSOR 16-30 HP EACH INSTAL, ALTER, REPAIR WATER PIPE VENT FAN SING LE DUCT EACH LAWN SPRINKLER SYSTEM MECH EXHAUST -HOOD/DUCTS TOTAL PLUMBING TOTAL MECHANICAL CONTRACTOR CONTRACTOR ~ QTY. ELECTRICAL PERMIT AMT. QTY.I MOBILE HOME PERMIT NEW CONST EA AMP/SWT/BKR~, AWNING I PH .25 3 PH PORCH EXIST BLOG EA AMP/SWT/BKR SET-UP 1 PH .25 3 PH RAMADA, CABANA REMODEL/ALTER PER CIRCUIT FENCE OVER 6' TEMP PO LE 200 AMPS TOTAL MOBILE HOME OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. BUS. LICENSE STATE LICENSE CONTRACTOR'S PHONE STATE LICENSE DESIGNER'S PHONE PERMIT NUMBER ?o-71c, 5/j NUMBER OF STORIES ;2. ~~~ Not V•lid Unlffl ~chin, c.rtifi«I OCC. LOAD AMT. VALUAT I ON : Ii /t,~ ~~~ ~1 AMT. TOTAL PLUMBING ELECTRICAL MECHANICAL MOBILE HOME SOLAR MICO-FILM TOTAL ELECTRICAL CONTRACTOR '.!]) 11--1------------+---~1 TOTAL FEES PAYABLE I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION ANO PERMIT. ANO 00 HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE ANO CORRECT ANO I FURTHER CERTIFY ANO A GREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY. COUNTY ANO STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY ANO KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS ANO EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING Of THIS PERMIT. •AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER s·-o·· DEEP ,¥'10 DEMOLITION OR CONSTRUCTION OF STRUCTuef;s OVER 3 STORIES IN HEIGHT SCHOOL FEES : • 4'l:> ~~ ~-,.,.,4 .:.: 2--f~~-~~ I= :i,~ ~//?//@,a CONTRACTOR□ !APPROVED BY f ( DATE AGENT 0 BY PHONE D ! < a ~ > 5 j:::: ~ Q. ..,, ~ SITE 80 -71-, ADDRESS: OWNER: PERMIT NO: ' FIELD INSPECTION RECORD .. INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR . ' - FOUNDATION• FORMS• SET BACK • TOILET .. - ' ~ -. r . UNDER FLOOR PLUMBING , --' UNDER FLOOR HEATING . . .. OK TO INSTALL SUB FLOOR , SLAB FLOOR ' UNDER SLAB PLUMBING FOOTING • FORMS• SETBACK • TOILET ,, OK TO POUR CONCRETE FRAME ROUGH ELECTRICAL - ROUGH PLUMBING ROUGH HEATING/VENTILATING ' ' FRAME OK • PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK• PLACE TAPE . EXTERIOR LATH OK• PLACE STUCCO . 1:·-.. FIREPLACE -.•·~:.~~', ~, '~,~ I'• .. DAMPER & STEEL PLATE TIES/HEIGHT OF CHIMNEY . ~ . OTHER ' I ~ TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING • PRE DECK -.. • FENCE PREPLASTER SHOWN • FRAME r-,..,_ • PAN I /J l ) FINAL INSP BY BLOG DEPT "' IM/ v.a ~ OTHER DEPT'S REQ COMPLETED I .I/ " ELEC METER-PERM-TEMP , ... GAS METER-PERM-TEMP , ~ CERT OF OCCUPANCY ISSUED ,. . . - THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: Duplex 2407 Sacada Circle La. Costa Calif Street Lot Number Tract EXTERIOR 'WALLS Manufacturer Johns-Manville Thickness/Type __ _,,3~..------...:R Value_l_l ___ _ CEILINGS Batts: Manufacturer J ohns-Manvile Thickness 61 R Value ____ l_.9 ___ _ Blown: Manufacturer ________ ~Thickne~s No. Bags ___ W.11_./~g __ _ Sq. Ft. Covered R Value ~-------....: ----- ~ Party Walls (Both Sides) Manufacturer Johns-Manville Thickness/Type _ _._3½...._ ____ ~R Value._~----- GENERAL CONTRACTOR .,..,: LICENSE NUMBER ________________ ........,; ·--------- BY __________ ~TITLE __________ __;DATE ________________ _ ~...;.;.=--=I.:.:n~su:;:l::.;:a;;.;:t;.:i;.;::;o.:.:n.z._;:I:;:.n:=c~. _____ ..:LICENSE NUMBER._3_0,3,_4_14..,_ ____ _ BY_.../4J.~~-"~~~Z:::l~ _.;..Pr:...e,;;.;s;..:•~-------------...:DATE 10-2-00 RECEIVED OCT 15 1980 CITY OF CARLSBAD Duilding Department ··~ ; •( t. i ' t,,J 1 l:-.A 'V~/ V ~~AA.,~A \t:v~~ ;:_.. 1;_ ' \ '~ " ' •. ' ~ ' ·'l,/J...\ ~ ·\1.~ 1~ )j 1 ·'""";;t:; ~;i·; ~ ·1;. ;·; ·;;;;;;:~;~. ·-, ...... i ~ ~ ~ CITY OF CARLSBAD t ~ ~ ~ <f{ ~ ~ This Certificate issued pursuant lo the requirements of Section 306 l,: <a\ of the Uniform Building Code certifies that at the time of issuance ~ ~ this structure complies with applicable ordinances of the City ~ ~ regulating building construction use. i ~ ~ •:il: Use Clossif;c0tion Duplex ( 2 uni ts) Bldg, Pum;t No. 80 -7 6 ~ •(;,.~ G,oup R-3 T c VN 3 i ✓,: ype onstruction _____ Fire Zone ______ Use Zone______ .., ~ ~ <:g Occupant Load :·>. ;:: ~ Own«ofBuildin,P;•9eorge .Buck . ·.o.a0,.., 13045 Caminito Del Rocio, Del~ /4; Bu;idingAdd,ess~!.2407/2409-Sacada Ci.rci!;.11,01;1y Carlsbad, CA. 92008 ~ :; · ;. ,, · ,, : . .,. __ . > · .. By ~:1 a~ · ~,{.oL. 1 ~ ~ ~ ~ ~ __________________ Date 10-16 -8 0 ~ ~ ~ /4 NOTE: Alteration•, chong•s, additicwu gr chon·gu of oceuponc:)' nullifie11i this c~rlificote. ~ /4 (Post in conspicuous place) ~ ).1f'l'f'':'fi/fW''!/\"f''!f''1'ff"1W'l'f'~":fW''!/ff,'/'/V'o/Vl~f'v''::1·:r:;·1w1\'!fW~'1'W~W''f/'J, Application for Grading Permit CITY OF CARLSBAD ENGINEERING & BUILDING DEPARTMENT 1200 Elm Avenue 729-1181 FOR APPLICANT TO FILL IN , i te Address 2..Lf 07 "I-:2"'-10 Cf Sc..c.o.do.. C:.\<'c.\e.. Surety Bond _egal DescriP.tion Lo-td# l-1/1 Map No. Surety Company ~rdivis,,t Name '-).,_ CJ t11 f-:/t:. I Surety Address .r.. C.Os Sou--f. )wner Phone Date Fi led , (.:;c.o '('ae. l Bu.cl<--Lf-8\ 1710 . )wner's Address tx\ Cash Liep.os it I 3 O"-i s-Cc.Ml n i-\t, ~0(.\0. ~~ .¼r, q2,01 ~ $ . Bond No. Rec'd by Rec'd by Date filed 0 1ans by Civi I Engineer R.C.E. The fol lowing documents are required and become a part of the grading permit when ,ddress Phone are approved. __ Grading plans __ Specifications Phone __ Soi I report __ Vicinity map sh th ,oi I E1:i1_ineer R.C.E. R -· t=. l'\o. ; "l'>,,.c\ "" S"bS-19S-S-__ Drainage structures _·_Retaining wal Is ,r~ding Contractor ~ Phone __ Compaction report Other -~ .. -\-\-c,\ ..... 1'. \ 'S""-S 02.gq \ddress Check if ·t---'" SPECIAL CONDITIONS WHICH ARE MADE II 64~ Cr(el.-Rd, q~~ supervised qradin< A PART OF THIS PERMIT "arty responsible for overal I supervision 0 lvhe.r Proposed use of grade .site .. Io,. ch Of\ -6 r -.huo o ,,,,1-Ii o use.. ., _;•r\~ ~umber of cubic yards On Site .,c,;',,_,,-wL,(J.?,¾ /4<h: ,,· ·-',..:>!i ~\, •/".., Cut Import Total Fi 11 .. Waste ....;:, ---. ' '~ ~ '•-~'oJ . ~ffe: . ,, ,, ' 2-S"O 0 r:,, ,.,:· ., .~ !>, . "' -.. ,., .. ,,,.,!if J :r:; "-'' ',~ f./). ~t:F -~ ::;ompacted f i 11 s •·,; ' ~ ·:": ~ i,;-~/ .f/ Proposed Schedule of ./Start F j n i sh )oerat ions ( dates l .~ ~ I 71,'_ ~ e,; 1/~) ---.Yt ti H 1-.::r ' I hereby acknowiedge that I have read the opp I ication and state that the information I have provided is correct and agree to comply with al i City ordinances and State INSPECTION DATE INSPECTOR'S laws regulating excavating and g~acting, and SIGNATURE the provisions and conditions of any permit Ground preparation issued pursuant to this 8 Ii,½ ~n. Rough grading Signature of Permit , /JI '.IV, ~l#l? Compaction report · J,mer or authorized agenV ~A. . '-;;. ~( /:..,); ,.,.....J. Received -, . Planting & drainage -Deposit for struciure insp. $ Final certification Estimated cost of work $ received Work completed Plan Check fee Grading Permit fee $ $ 2.Q£!:..-Surety Elond released , PLAN CHECK R~D;:,to s-fl-(RMIT VALIDATION Approved by Dote ~I THIS FORM \~HEN f'ROP.:RTY VALIDATED ElY SIGNATURE IS A PERMIT TO DO THE V/ORI< DESCf~IEllD a 11 ey ~(Tl-~~/:, ;;).7.£-'t'1J..9 . l ~ g /-.') 7 / {) INTERDEPARTMENTAL INFORMATION SHEET BUI,LDING DEPARTMENT DAl;l:ECEIVED BUILDING ADDREss = ~ 9o 7 .-t--:Z'fo1 Ja..e~ Cu\. J~.N 311980 PLANNING DEPARTMENT CITY OF CARLSBAD Building Department ZONE ff ✓ 2,/--LOT SIZE LOT WIDTH ----4-'!d=------------------------ UNITS ALLOWED ___ ~~-=------UNITS PROVIDED ____ ~=--------- PARKING SPACES REQUIRED PROVIDED ----+------ % COVERAGE ALLOWED ____________ PROVIDED _________ _ BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: -r ALLOWED ______ _ PROVIDED ~ ------- INTRUSIONS • SIDE SETBACK: LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION ENGINEERING DEPARTMENT ~ ---------- REAR SETBACK : I s ;).,. .) ~ I R.o.w. _____ INDUSTRIAL WASTE , 'A IMPROVEMENTS SEWER CONNECTION ~ DRIVEWAY LOCATIONS _---=.;,,;c=-.. ___ _ GRADING PERMIT ~ _E~EMENTS_....,.;......___,c=--_____ DRAINAGE Q)l__ LEGAL DESCRIPTION~ I'll 4 ~Jµ,Si 7'A I ADDITIONAL COMMENTS ___ ~c:J-f-~'e,_=-~l~,='~A~'----------------- FIRE DEPARTMENT SPRIHKLING SYSTEM __________ FIRE PROTECTION EQUIP. ______ _ ALARMS _____________ EXiJ.~ Fl1~u HYDRANTS LOCATION [IHE RETARDANT RDnf OEQUfR[IJ AD n IT r o N AL c OMMEN Ts ----------~IM-IJ.__ -DRiw.Dhr-'. *'R"--eUfdo-s5....,,.-sr~c~. 31+-i2GJ-"r+l(hl++}-u.a-i:~.- OK TO FINAL. ______ DATE ____ _ • • ~ATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _ ◄ . 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CH,KD BY _ DATE OAT'i, ..... ___ _ SUBJECT. _Qt.f~---J::>d~t-e,,t'_ __ ,, _______ ... ___ _ SHEET NO. ___ ~---OF _________ _ JOB NO.__~-~ -----------. --. -· ------.. --------------" -. --•·· -. -----... , .. -" -----. ---... -----. --... --. -. -----. ---. -----. ------. ---. ---------. ---. ------- . --/} / ~ - ------- - -------/ . -4>'~ ~ -V ~ -----L -- ~ ---------------/ ----~~ L ~.,-t;,,U4 ,..., !;?-.t ~ s T u,..,/S ,,. 7L-1~~ - - 0 ev ___ 1.,.· f"( _ DATE CtiKD BY _______ DAT& ___ . SUBJECT -/5.d{;K ____ B./~~---------------·----SHEET NQ. ___ 7 ... OF _________ _ JOB NO. __ ';i-/':12 __ u_.(,,,_ __ ··----------------------. __,. ... ....----:-I eo,;,, 'PIA~(l. """· • 7 T....--t¥t.-< I r ~.J, 0 0 BY.~~ DATE ______ _ SUBJECT .~if.~ .. P!!1't:£.;,/'. .................... . SHEET NO-.. ~---OF ........ . CH+<O. BY .. DATI!' __ JOB NO --~----~ .. ,-..t._.__J.f e.J. 0 • 0 ~ BY .•...... .,.. DATE-" __ liUBJECT WCIC Nl't t!!;/' . --.... ' ... -·----------. ------·•• ---. ------------. ---. ---. -- CH'KO. BY _ CATE 4.r. F"LAS~W~ ~OA/i', ;?f; ~4 SHEE.T N0. ____ 7_ ___ OF _______ _ JOB NO ... ~.:::'.U"~ . 1--------'-'L-------··· ··-·········· 0 • 11,.I '/.6 6 •~ ~JUJ~nf-----...Ll----t----c S't"A44b(..) , • BY •. ~ DATE' .. SUBJEC.T .... /fo..~f:l?. ... Pt!t.~ .................... . SHEET NO .. /(?. ... OF ---· . C~KD BY _ DAT~ ____ _ JOB NO .. .:;;fP. .... <eG. _ _ ,--. 15,Al, 0 • ,1..1 •':>€ \1, '""i- tfl,S~ ,le,t_ lf.h} ® ' ·., LC.P B -•--------·-- CHKD s), ' • DATE. OATf • SHE'ET NO. __ //. __ OF JOB NO .. 'fi.f't>. -:-:(L~ . • ,· . ': i'. PHILIP H ENKING BENTO~ BENTON ENGINEERING. INC. APPLIEO SOIL MECHANICS --FOUNOATIONS 6741 EL CAJON BOULEVARD S"'N DIEGO. CALIFORNIA 9211 5 ,.. •1u;SIOEHT • CIVIL 1:NGINEl'.ff November 30, 1970 SAN DIEGO, 583-5654 LA M ESA, 469-5654 ,. ' \ . \ .,;, "' ' i· Rancho La Costa, Inc. Route 1, Box 2550 Encinitas, California 92024 Subject: Gentlemen: Project No. 68-11-23D, Supplement Report on Compacted Fi I led Ground La Costa South Unit No. 1 Rancho La Costa, California On June 23, 1969, we submitted what we then be lieved to be o fin a l report on compacted fill ed ground for the above unit. However, additional filled ground was placed and compacted on the unit subsequent to the report; this is to report the resu lts of the tests and observations mode in order to inspect the compaction of that additional filled ground, which was placed during the period be t·ween O c tober 30, 1969 and June· 24, 1970. The lo ts on which the addi- tional filled ground reported herein was placed include Lots 62, 63, 91, 92, 93, 110 to 114, inclusive , 122, 123 ond 148 to 151, inclusive. The final approximate areas and depths of filled ground placed on this unit under our inspection in accordance with the approve d specifications ore shown on the attached Drowhg No. l which hos been revised to include the additiona l filled ground covered by this supplemental report. . . The approximate locations of the tests token subsequent to June 23, 1969 ore presented on page No. Tl under the11Toble of Test Results:' and the laboratory determinedotions of th e maximum dry densities and optimum moisture contents of the major fill materials placed os additional fill ore presented on page No. T2 unde r the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" on page No. Tl were combinations of these . The tests reported herein were taken during the weekly periods indicated below: Test Number 507 to 509, inclusive 510 to 519, inclusive 520 to 529, inclusive 530 to 538, inclusive 539 540 and 541 542 Week Ending November 1, 1969 December 6, 1969 January 17, 1970 January 24, 1970 February 28, 1970 Morch 21, 1970 June 27, 1970 .. ... )~o ject No. 68-1 l-23D, Supplement ~ancho Lo Costa, Inc . -2-November 30, 1970 . fhe final results of tests and observations indicate that the compacted filled ground has been :ii aced at 90 percent of the maximum dry density or greater. It hos been determined that the iill materials, compacted to 90 percent of the.maximum dry density, hove o -safe bearing value of at least 1510 pounds per square foot for one foot wide continuous footings founded at a mini- :num depth and placed five feet or more inside the top of compacted filled ground slopes. If iootings ore placed closer to the exposed slopes than' 5 feet inside the top of compccted filled · 3round slopes, these should be deepened one foot below a 1 1/2 horizontal to -1 vertical line projected outward and downward from o point 5 feet horizontally inside the top of compacted fi lled ground slopes. Tests indicate th'at the compacted filled ground is adequate to satisfactory · support the proposed one and two story wood frame dwellinss without detrimental settlements. Expansive cloy soils were placed within the upper 3 feet on Lots 92 and 63, therefore the fo llowing special design precautions ore recommended: -- 1. Avoid the use of isolated interior piers. Use continuous footings throughout, and place these at o minimum depth of two feet below the lowest adjacent exterior final ground surface. 2. Reinforce and interconnect continuously with steel bars all interior and exterior footings with one # 5 bar at 3 inches above the bottom of the footings and one #5 bar placed 1 1/2 inches below the top of the stems of the footings. 3. Exercise every effort to assure that the soi I under the foundations and slabs has o uniform moisture content, 1 percent to 3 percent greater than optimum throughout the top 3 feet below fini shed grade at the time ~f placing foundations and slobs. 4. Use raised wooden floors that span between continuous footings, or use all concrete slobs with 6 x 6 -10/10 welded wire fabric and provide o minimum of 4 inches of clean sand beneath all concrete slabs. Provide a moisture barrier 2 inches below slabs under living areas. 5. Separate garage slobs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slobs relative to perimeter footings. 6. Provide positive drainage away from al I perimeter footings to a horizontal distance of ot least 6 feet outside the house walls. This supplemental report plus the report of June 23, 1969, compri se our final report of compacted filled°ground placed on this unit, os of this dote. This supplemental report refle cted only the c hanges that have occurred inside Lots l to 184, in clusive, in Lo Costa Sou th Unit No. 1 since our report of June 23, 1969, some subject as above. Respectfully submitted, BENTON ENGINEERING, INC. By)/tvf'd~_ M. V. Pothier, Civil Engineer Distr: (4) Addressee (2) McIntire & Quiros, Inc. Attention: Mr. GoryCumbey (1) Rick Engineering (2) San Diego County Building Inspection Vista, California > ., '\ BENTON ENGll'-IEERING. INC. APPLIED SOIL M E,:H.\NICS --· FOUNDATIO NS 6741 EL ;:,1,;oN BOULEVARD SAN OIEGO CALIFORNIA 921 15 PHILIP H ENKING BENTON PR£S10ENT • CIVIL t::NC INE ER-\- Rancho La Costa, Inc. Route 1, Box 2550 Encinitas, California 92024 Subject: Project No. 68-11-23D Fi nol Report on June 23, 1969 Com poc ted Fi 11 ed Ground Gentlemen: La Costa South Unit No. 1 Rancho La Costa, California 5 65 -/'? SJ- SAN -OrCc:l, S83-5654 LA M £S": 469•5654 This is to report th e results of tests and obse,✓ations made in order to inspect the compaction of filled ground placed on certain areas o f Lo:-s 1, 3 to 7, inclusive, 14 to 25, inclusive, 34Jo 39 inclusive, 43 to 46, inclusive, 54 to 58,.in::lusive, 62 to 72, inclusive, 82, 83, 84, bo, e1, H'l, 90, 110 to 120, inclusive, 122, 123, 131, 132, 15 1 to 154, inclusive, 166 to 177, inclusive, 181 to 184, inc lusive, and Portions of La c ~s ta Avenu-e , Navarra Drive, Viejo Castilla Way, Nuevo Castilla Way, Sevilla Way, Levante Street, Galicia Way, and La Coruna Place, LaCosl'o Sou th Unit No . 1, Ra ncho La Costa, California. The fi I ls we re pl aced during the p~riods betw-een February 4, 1969 and May 2, 1969 . The approximate areas and depths of filled g round ploced under our inspection in occ0rda(lce with the approved specifications are shown ::in the attached Drawirg No . 1, entitled "Location of Compacted Fill ed Ground . 11 The gradin; pion used for the placement of filled ground was prepared by McIntire & Quiros, Inc . dated January, 1968. The approximate locations at which the tests we re taken and the final test results are presented on page Nos.4 to 19, inclusive, under the ''Table of-Test Resu lts." The laboratory determina- tions of the maximum dry de nsities and opti;-;ium moisture contents of the major fill materials are presented on page No. 20, under the "Laboratory Tes t Resul ts ." Some of the maximum dry densities shown in the "Table of Test Results" were combina tions of these . The tests we.re take n during th e weekly periods indicated below: Test Number 1 to 8, inc lusive 9 to 29, inclusive 30 to 37, inc lusive 38 to 89, inclusive 90 to 139, inc lusive 140to 19 1, inclusive 192 to 257, inc lusivw ~ Continued on page two. Week Ending February 8, 1969 February 15 , 1S'69 Fe bruary 22, 1969 March 8, 1969 March 15, 1969 March 22, 1969 March 29, 1969 ,...,. ...... , ~~~"l...,,~,.·~!~~-·--~•ir•~,t~,..,,:-:.rs•·"":>""'··~--=·--~, --. • ,. ¥>; ..,4';. .V ~"¼ ~:e,,~~.)~. '\-'t;•~~V,.~-r;t_ ~~;~@r~" .-~RX;...~~ ... ~ ;f:~ ... ':J,t}:'.:-t~~~~~',l~;-.u~~~:t""S:ur,---.,-i..,~ 1..-.~--.. .i~~~~~~-... .,:,.-.~ .., _ . :.l I . >: .. ~:i!S~2:~~.:.,,~•~i,~~~~J(~°V,~;~..1~tt_~~~~i~~J'~;~.~~.:i~,'!~-.:.~-,1.;~~~"r,!~i,~'):. .... ..;::,c~~;,Jmtzt~ ·1 .: .. ~~:;,.,-. ... ; ... «/•"•~ ... r·1-"' ~ ~'?1~~ ·.,.,·:s.ritii:a.rn•M-•,;,;;.·eF-:i;;;at;M~~~tf~:~~~i~~ ~..;.,J,it",t-~r,·· . -. ... -····· . ··------ ( . . . ' • Pr:>ject No. 68-11-23D -2-June 23, 1969 I Lo Costa Sou th Unit No. I Test Number We·ek Endirg I' 258 to 352, inclusive April 5, 1969 353 to 433, inclusive April 12, 1969 434 to 461, inclusive April 19, 1969 462 to 0 485, inclusive April 26, 1969 486 to 506; inclusive Moy 3, 1969 The final resul ts of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has b~en determined that the i-fi !I materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 1510 pounds per square foot for one foot wide continuous footirgs founded at a rr.inimum depth and placed five feet or more inslJe the top of compacted fill ed ground slopes. r If footirgs are placed closer to the exposed slopes than 5 feet inside the top of compa.cted filled ground slopes, th ese should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a paint 5 feet horizontall y in.side tha top of compacted •i'led ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily s-.1pport the proposed one and two story wood frame dwellirgs without detrimental se ttlements. In our report of the original investigation conducted at r-h is subdivision, (Pro ject No. 68-2-2C doted March 8, 1968), we stated that some silty c lay and sandy c loy soils hod been found 9n the site that were exp(Jnsive, and we recornme nJcd that ea ch lo t be inspec ted during or ofter grod i~ to determine those lots in which such expansive soils exist wi thin the upper 3.0 feet. This has been done, and the following lots have been found to contain potentially expansive 1 soils within the upper 3 .0 feet. Lot Nos. 1 to 81, inclusive Lot Nos .. 97 to l{)Q , inclt'sive Lot Nos. 170 to~, i nc lu,ive It is recommended tha t the following :;pecial dc:;ign precautions be taken for the houses to be constructed on the above-listed lot5: l. 2. 3. Isolated interior piers should not Le used. Conti:,uous footir.gs should be used throughout, and these should be placed at a minimum depth of two fee t be low th e lowest adjacent exterior fina l ground surface. Re inforce and inte rc.onnect continuously with steel bars all interior and exte rior foo ti rgs wi th two #4 bors at 3 inchos a bove the bottom of all footi~s a nd two # 4 bars placed 1 1/2 inches b~ low th e top of the ste ms of the footi ros . Use raised wood floors tha t span between continuous foo tings, or reinforce art co ncre te slabs with 6 x 6 -10/10 woven wire fabric , a nd pro-✓ide a minimum of 4 inches of clean sand beneath oil concrete slobs. Provide a moisture barrier 2 inches below slabs under li ving areas. i ·n t l .) i Project No. 68-1 l-23D La Costa South Unit No. -3-June 23, 1969 4. Separate garage slabs from perimeter footings by 1/2 inch thickness of construction felt or e9uivalent, to allow independent movement of garage slabs relative to perimeter footings. 5. Provide positive drainage O\\IOY from all perimeter footings to a horizontal distance of at least 6 feet outside the house wal Is . In addition to the filled ground placed and inspected within La Costa South Unit No. 1, there was an area of fi II approximately 180 feet east of the east end of Nav.arra Drive. This area is shown on Drawing No. 1, and the tests taken within the area ors Test Nos. 257, 258, 264 and 270. Respectfu 11 y submitted, BENTON ENGINEERING, INC. By/Jk,/~ M. V. Pothier, Civil Eruineer Dis tr: (4) Addressee (2) McIntire & Quiros, Inc. Attention: Mr. Gary Cum bey (1) Rick Engineerirg PHIL IP HENKING BENTON ~1111:SIOCNT . CIVIL CNOIHl:UI Mr. George Buck 13045 Caminito Del Rocio Del Mar, California 92014 BENTON ENGINEERING, INC. APPLIEO IIOIL MECHANICII -FOUNOATIONS BBAO RUFFIN ROAO SAN D IEGO, C ALIFORNIA 92123 May 14, 1980 Subject: Project No. 68-11-230 Classification of Lot 141 of La Costa South Unit No. 1 Carlsbad, California Dear Mr. Buck: Tt<Lt<f'HONt< (714) 111111-191111 In accordance with the request of the Building Inspection Department of the City of Carlsbad, we have reviewed our previous report on this project dated June 23, 1969 in order to verify the classification of the subject lot with respect to expansive soll conditions. Lot 141 is not included in the listing on pc,Je 2 of lots containing expansive soil s in the upper three feet below finished grade. Therefore, the upper soils on Lot 141 are con- sidered to have a low expansion potential and special design and precautions for expansive soil conditions will not be required on this lot. Respectfully submitted, BENTON ENGINEERING, INC. By~C:~ R. C. Remer Reviewed by~;(~,~~= RCE No. 10332 Distribution: (3) Addressee RCR/PHB/c 1200 ELM AVENUE SARLSBAD, CALIFORNIA 92008 M.a._v 16 ,-1980 <ltitp (If QCarlsbab San Diego Gas & Electric Company P. O. Box . 27 0 c..e,anside·, California 92_054 Attention: Subdivision Coordinator Gentlemen: TELEPHONE: (714) 729-1181 (ABC G0ndominiurns) (Address) In a ccordance with Se ctions 301, 505 and (1301 or 1 401) of t he Uni=orm Bui lding Code, this agency has. deternined· that there are -,-----buildings in subject projec':: and will ::.ssue separate building permits to c over these group (Rl or R3)occu pancies. cc: Mr . George L . Buck ., ; , . • 1200 ELM AVENUE CARLSflAD, CALIFORNIA 92008 Building Department ,. Qtitp of <a:ar!sfJab RESIDENTIAL ENERGY DESIGN CERTIFICATI.01~ Permit No. TELEPHONE: (714) 729-1181 -------- Issue Date.' ------,-- . CERTIFICATE .OF .catieLIN.JCE WI.IB ENERGY COt!SERVI.TIION ]tSIGU REQUIPH1ENTS COITTAINED IN ARTICLE 1, PART 6, TillE 24, CALIFORNIA l\1J1. CODE . ; , <2ltoC\t L · E"drhereby certify that I am fa mil i a~ with the state energy_conservation standards mandated in CAC Title 24, Section T20-1401 through T20~1406, and that the · plans and other documents submitted in support of the application .. for a building permit at .2...C/0 7 ¥ 44/D t Address 2 -1 ~-~ ,0--·3s- .Assessor s Paree 1 No. , ,./a.2 l•o Dated current of these :S·ignature I --"'1blllli~-ftrJIP~~~~____;=---.:...;::,----~-------·-- .State License or Certificate No. -----=--=--~ Date -s./2,_? · /Ao I '· . Submit to the Building Department with pennit application. I ' ,. Form 78-101 ' ; -11-22-77 LEUCADIA COUNTY WATER D[S TRICT APPLICATION FOR SEWER SERVICE Owner's Name Leonard Bell ---------------- Mailing Address P.O.Box 2006 Rancho Sa nta Fe, Ca 92067 Service Address: Sacada Circle Tract Descri ption: lot 141 la Costa South 1 Assessor's Parcel ~o. 216-190-35 -~_..::.;~~--------- Phone No. 756-2391 SEY/ER PERMIT ISSUto UPOl~ RECL?T OF EUILDlf~G PtRIAIT, BUILDll1G PERMIT MUST Bl: APPLIW FOR BY a_~KQ_, Type of Build ing I.a tera l Size: 4 11 du~p_l_e_x _____ No. Units 2 Con nec tion Fee Sadd le Ea sement Connection pre-pd $ 1,200.00 { 400.00) 6" 8" Extra Footage: __ @$ __ _ Extra Depth: __ @$ __ _ Lateral Fee Prorated Sewer Service Fee 8'toQD Total $ 1 ;2,m a; . The application must be signea y the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the app lication is submi tted. If a service lateral is required, it will be installed by the Leucadia County Water Distri ct. The service l ateral is that part of the sewer system that extends from the ma in co llection l ine in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer . The applicant is responsible for the construction, at the appl icant's expense, of the sewer pipeline (building sewer) from the app l i- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The cor1 nection of the applicant's bui lding sewer to the serv ice lateral shall be made by the appl icant at hi s expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION rs DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED . The prorated sewer service fee is based upon the date the District estimates that serv i ce will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually corrrnences on a different date. For succeeding f i sca l yea r s , the sewer service fee wil l be collected on the tax roll in the same manner as property taxes. The under signed hereby agrees that the above information given is correct and agrees to the conditions as stated .