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HomeMy WebLinkAbout2322 MARCA PL; ; 81-254; Permit"' z 0 ~ "' "' J u '" C " IL 8 "' '" 0 J 3 ~ '" z ! z 0 ~ z '" .. ,. 0 u "' "' '" "' "' 0 ~ ![ 0 I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7()(X)) of Division 3 of the Business and Professions Code, and my license is in full force and effect. L,c No Class I hereby af11rm tha1 I ¥l1 exempt from the Con ~~i0,r~~~~;;sS: _;,;; ~~,~~~.1i~~C~l/8.:~~,\~, county which requ,res a permit !o construct o1ner. improve, oemol1sh. or repa,r any structure. proor to ,ts ,ssuance also requ,res the apphcant for such permit 10 hie a s,gned statement that he ,s licensed pursu.an1 10 the prov,s,ons of the Con tractor's L,cense L;,w (Chapter 9 commencing with Section 7000 ol D1v1s1on 3 of the Business and Pro- less,ons Code) or th.It ,s exempt therefrom and the O,il,s1~ for the all11ged e,emp11on Any v,olat,on ol Sec!,on 7031 5 by an ;;applicant for a perm,! subJecls tne appl+cant !o a crvil penalty o! not more man 1,ve hundred dollars ($500) D I, as owner of the property, or my employees ... ,ch wages as 1he.r sole compensation, w,11 do the wofl<. and the structure ,s not intended or offered tor sale (Sec 7044, Business and Pro!ess,ons Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon arid who does such wofl< himself or through his own employees. provided tha1 such ,mproveme;rts are not intende1 or offered for sale I!, however. !he bu1ldmg or improvement 1s sold within one year of complet,on, the owner-builder will have the burden of proving that he did "Ot build 01 improve for the purpose ol salel D I, as owne< of the property, am exclusively contracting with licensed contraclors to construct the proJect (5ec 7044. Business and Pro!ess,ons Gode The Contracto,·s L•cense Law does not apply to an owner o! property who builds or improves thereon, and who con1racts for each pro1ec1s w,!h a contractor(s) 1,cense pursuant to the Contr..ctofs License Law) D I am exemp1 under Sec for this reason _,B&PC D I nereby af!,rm that I ha•e a cert,t,cateo! consent to self-insure or a certrt,cate ot Workers Compensation Insurance, or a cert,lred copy thereol !Sec 3800. Labor Code) POLICY NO COMPANY □ Copy IS hied w,th the city D Cert,t,ed copy ,s hereby fum1shed CERTIFICATE. OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (Th,s sectron need not be completed ,f the perm,1 ,s to, one hundred dollars (S100l or less) O I cert,ty thal in the performance of the work !or wh,ch this perm,t ,s ,ssued. I shall not employ any person r1, any manner so as to become sub1ec! to 1he Workers· Compensation Laws of Cal,torn,a NOTICE TO APPLICANT It, alter makin1 !hos Cert, flcate of Exemption you should become subiect !'J lhe Work.ers· Compensa1•on prov1s1ons ol the Labo, Code. you mus1 forlhw,th comply with sucl"I prov,s,ons or th,s perm,! shall be deemed re~oked O I hereby atf,rm Iha! there ,s a constn;ct,on ,ending agency lor the performance ot The work to, wh,ch This perm,! ,s ,ssued \Sec 3097, c,,,1 Code; Lenders Name•------------ Lender s Address __________ _ USE BALL POINT PEN ONLY & PRESS HARD APPLICANT~ "ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. -----------------------'"'-'--=---'--'-CARLSBA-BUILDING DEPARTMENT 1200 Elm, Carlsbad, California 92008 (714) 438-5525 Af>t>LICATION & PERMIT ~~~i---f'{lft12-~ ~(__ -jii;l)IG<)//AJ~; I 57°iN9°i~Nb AV. ST. RO. D'tli_', 11C;TOONI P~TOR~~ BUSIN;o~i~ ~ qJL'/JJ() I PERMIT NUMBER i1-,,sr+ CONTRACTORS PHONE..# q,gr-??lb OWNER'S MAILING ADDRESS i{)2<.---B t/WMX,,,-JJW~ C11t.cl.£-~~ cz;~C;;R'SS;{+JJ; ~ U'I I LICO~·?~ BLDG USE CODE 7 SUBDIVISION STATE LICENSE# STANDARD PLAN I BUILDING sa. FOOTAGE 01S5CROPT>ON OF WORK _L._~~c...::...==-·-... ..::Vl::..!.._.:=ci<")_...Jflo';f L ',l),J 1/;LL ~ ·/t~ '\~ Q.-~ '°2'IB;.s_ies,~o E<iiiR's~~~aiesesS:-:---C-:· =:-L-------1h:,_,= .. ·=· .. =~ .. =···~=·--~• --' -• ll111 BL<>CK "7_1-zAa UESIGNER'S PHONE F/P FLRELEV. NO S/RIES lf3~M EDU 511 1/t-i65Gt.. ,.. , . ;·•" ' ', vO{ NO I J" lb5Li..\ "5/ ! C ~i ~ .. ·- CENSUS TRACT PARKING SPACE GRADING ~ERM!T ISSUED occ LOAD FIRE SPA c, LANO USe I ..ro, RES "T' l YO 'I □ l REDEVELOPMENT AREA ,Q Ntt.. fl,() -<ro ,□ .,d Not Valid Unless M~chine Certified QTY. "' PLUMBING PERMIT· ISSUE 750 "TY.I MECHANICALPERMIT-ISSUE 1-YVI --.. ··········----·····-···--·· ._,_, 3, P\T\ SUMMARY/ACCOUNT NUMBER I&, EACH FIXTURE TRAP EACH BUILDING SEWER / INSTALL FURN. DUCTS UP TO 100.000 BTU -BUILDING PERMIT OVER 100.000 BTU SIGN PERMIT 7 EACH WATER HEATER AND/OR VENT 1 __ ~-"',lkf--BOtLER1CO-MPRESSOR UP TO 3 HP PLAN CH 0 EccCc-K--c----~c-'f'l!-___.(¥'~1--l------,--j~--.--I EACH GAS SYS!_~M 1 !_9 ~ ~UTl!lS 1----k'-~Ujl--BOILER/COMPRESSOR 3-15 HP ______ -l----~'--~c____:_:_:_ EACH GAS SYSTEM 5 0 R MORE METAL FIREPLACE - VENT FAN SINGLE DUCT _..--MECHANICAL EACH INSTA~ .. ALTER. REPAIR WATER PIPE EACH VACUUM BREAKER --+--+-------------~ --=----H---~ -□BIL EH __ OM_E __________ --+--- WATER SOFTNER -t _:ACH RO~F DRAIN {INSIDE) TOTAL PLUMBING I QTY. I ELECTRICAL PERMIT ~l~SUE - NEW CONST EA AMPISWTiBKR "fw -~--11------+-M--'E--'CH EXHAUST HOOD/DUCTS RELOCATION OF EA FURNACE/HEATER TOTkL MECHANICAL . .'f-1. .• {r .,,..., i;,Cr OD II QTY. SOLAR -ISSUE COLLECTORS MOBILEHOME PARK INSP SOLAR , /7 --- STRONG MOTION ---t-- FIRE SPRINKLERS b,-X ---- PUBLIC FACILITIES FEE BRIDGE FEE SCHOOL FEE -DJSTRICT 1 Pft J PH 3? _.,Jl. STORAGE TANKS Carlsbad 1 1 ----ROCK STORAGE • Encinitas / l--7 'JI bel-EXIST BLOG EA AMP/SWT/BKR 1 PH 3 PH -PUMP . San D1egll1)0 / ( / C,j. -1)7:)--~ REMOOEL'ALTER PER CIRCUIT PLAN CHECK FEE • San Marcos / 1 TEMP POLE 200 AMPS 1----+-~-VE A ZOO AMPS TEMP OCCUPANCY (30 DAYS) ------;-- ___l_ _ ----/----- -. ----41------+ -!---· - ----+--------- ------------ii-- -----------+-- TOTAL ELELTRICAL I 3/l .w TOT AL SOI AR TOTAL FEES PAYABLE I 3%7.'3o ---' , !HAVE CAREFULLY ~!NED THE COMPLETED-APPltCATION-ANO PERMIT'' AND 00 HEREBY- cERTIFY UNDEfFPENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDfNG THE OECl..ARATlONS ARE TRUE AND CORRECT AND r FURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUED: TO COMPLY WITH ALL CITY, COUNTY ANO STATE l,.AWS GOVERNING. BUILDING CON-...... ~, i•~rn~~~~~~~ili~~~~gi!2!l!~!~;;;J STRUCTION, WHETH~_SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INOEMNfFY ANO KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND "-_,_~O,, EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SA!D CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. _,,_,...__..,.. BY PHONE 0 7 7 * AN OSHA PEAMfT IS AE0UIAED FOR EXCAV/.TDfS OVER -5' O" DEEP ANO DEMOLITION OR CONSTRUCTION OF STRUCTUAES OVER 3 STORIES IN HEIGHT APPROVED '-· :1)~ ... >,. , .... oll'/. / C>; /( I '6/ I /_ / I ~ "- >-.:;; 0 0. E © f- l "O a "' C "' .~ -0. 0. ;« I ~ C ii: 0 .,, .,, © .,, .,, ., I ~ 0 '" >- "' .,, ID u 0 a: "' ;; 0 ~ ID u C "' C ii C © ID (5 0 u ID 0. .,, C ~ " ,: INSPECTION TYPE DATE INSPECTOR BUILDING FOUNDATION ' /l REINFORCED STEEL ......... '1'-1,., -YI J.t' MASONRY GUNITE OR GROUT FLOOR & CEILING SUB FRAME SHEATHING " FRAME I/A-~-S,/ if EXTERIOR LATH lNSULATION "-" INTERIOR LATH & DRYWALL "-I/. ,C,. tu ,,r PLUMBING --tfl.... 1.-P J, 0~.,,.,•~ J SEWER AND BL/CO PLUMBING UNDERGROUND 1,-✓A-D/ ,.r PLUMBING TOP OUT 110-:u-ri ,.-r_ --- TUB AND SHOWER PAN Im_ 1 ,_y, if GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC /0-/)./-.,,, 1..// ELECTRIC SERVICE BONDING G. F. I. -SMOKE DETECTOR MECHANICAL /l DUCT & PLEM., REF. PIPING ;,, _ _t ,_ ~) (;1" . HEAT -AIR COND. -SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED. JOB SITE FINAL PLUMBING " ELECTRICAL " . MECHANICAL " -n r-f GAS ' ,--=· .,, I BUILDING ' SPECIAL CONDITIONS CERT OF ocr"PANCY ISSUED ~L -;),b</ - FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES ---- INSPECTION REQ IF INSPECTORS DATE ~ 4 -::TlJtS LJ11J.M. __ s,:,m;r 5;7?LU~.ALd'L. ~ ~ CHECKED APPROVAL -, #J4/J -· • • A1AQL. /JVRl/!4. Pool(.-~ A --S01LS COMP!. IANCE PRIOR TO FOUNDATION INSP /,,,,4< a.I AVNJM 4.£ Pon-Jiv'-,.t-im!Lu~.P~~--STRUCTURAr_ CONCRETE ,___ -- OVER 2000 PSI i4c.mn1~ -r4) 7'4l'~e~ /)/p____M, ~.eE Au-t,E_JOl!JV~ -P8ES TRESSED CONCRETE -__ __:_____:_____ ----------1-----------------POST TENS.ONE~ -,:_L ~_.nr ,v4~ ~" CGA.N ~;OE(,""'-/ ~~"'--.___./-:::_ CONC,RETE ------ FIELD WELDING ~~~~~<-;;a;;::.;:I"li-L----~-------I rllGH STRENGTH BOLTS ---- I SPECIAL MASONRY I-----------_bA •• -€. --,q,_,c /"hl'(!';t.( A,,J AM,;I: PILES CAISSON:': ----- .. • -- ----- ---------------- - --- ------- ----~---/~ - ----------- ---------- -- City t.,, Carlsbad ' .1200 ELM, CARLSBAD, CA 92008 • TEL. (714) 438-5525 1------~"---------,__,_-'T-_~~~----..i~---------11 City COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION ASSESSORS PARCEL NO DESCRIPTION OF WORK PLAN ID NO. DESIGNER ADDRESS PHONE CONTACT PERSON MISCELLANEOUS RECEIPT D VALUATION ___ --"-'"--""-,L---=--"----~-~-----+------- D DEMOLITION __________________ __ D HOUSE MOVING ___________ -+------- D PARKS AND RECREATION FEE _____________ __,, PUBLIC FACILITIES FEE---------+----------- SCHOOL FEE -DISTRICT---------1----------t Carlsbad-------------+---------t Encinitas -------------1--------t San Diego ____________ --+--------1 0 San Marcos ____________ -+--------t D D D D D D D lk:le)L TOTAL FEE $ ~I, •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY. COMMENTS: _____________________ --f White -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor • COMPLETE IN DUPLICATE ANO POST WITH THE INSPECTION RECORD CARO THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, SITE ADDRESS EXTERIOR WALLS IN THE BUILDING LOCATED AT: d6dd f'Vl&CA p(_. Number Street City Han uf act u re r ---°"0-"W~E"'N"'S-'C"'O"'R"'N""I"-N'-"G'-_ Thi cknes s /Type --"-'31/:"'-,•-• _ R Val ue CEILINGS 11 Bat ts : Hanu fact u re r __ o_w_E_N_s_c_o_R_N __ I--N __ G;___ Thi cknes s/Type __ 6_"__ R Va 1 ue _1_9 _ 81 : Manufacturer __________ Thickness/Type ____ No. Bags Wt ./Bag ________ Sq. Ft. Covered _______ R Value FLJJ,tS Manufacturer __________ Thickness/Type ____ _ R Value ____ -_----- '!L12 All 8111':D~ ~ Manufacturer __________ Thickness/Type _____ R Value ___ _ Width of insulation ____ Inches $411MPOiF!Bt! lfQIIS Manufacturer __________ Thickness/Type _____ R Value ___ _ GENERAL CONTRACTOR _____________ _ LICENSE NUMBER ____ _ BY ____________ TITLE __________ DATE _______ _ INS£ CONT~CTOR DANA JOHNSON INSULATION,INC. LICENSE NUMBER 306493 BY O $cQ~ .. w:D TITLE Authorized Representative DATE / 0 -JI,~ K/ BI Form #121 22175 - . ----J ,--,/ ,,~), . ~ ~ (A.,\v ulv~ Datc1~~j ~ C . ,q:::;, ~~l¼O Prepared by, ..___, * ~~ VALU1\TION ,\ND PL·\N C:i:·:C:Y. n 'r. 1 ~ ,, "-,J ~-.... ,:.... Se p t . D Esg il PLAN CHECK NO. ~ \ -2.~4 suILDINc ADDRESS a. o\ ~_JY) A-(2...G~ 9LWTc:.d"" APFLICANT/CO NTACT ~~-e.T ~rw.>4= PHOilE NO. 94:'2-2,S 2-9 EUILDING OCCUPANCY Q.--:; > M D ESJ GNF.R PHONE _____ _ TYPE OF COtlSTRUC TION JL:]0____ CC N'T'RACTOR ?:/ONE ----- 5iJ ILDING PORTION BUILDING ARE,\ ·VA LUA '!'TON VA LU S PULTTP LTER \}5e~ 02 S.1 ~ "V'\ I >A~_£_~ urlt:><.. . L-\ V W\., 6.,-::2.\Z t-l/-o~ BS:o40 , ' . Lt>~--~M 'So ~ 'Q__QJ_ C) I ____ ! I I ---· ----7 Air Conditionin,e: Commcrc1 0.l. Residential Fire Sorinklers -- To tal Value CO~•;,\ E!~ TS : _ - I - -·- -- Eu ilJin~ rcrmi t ~cc Plan Ch e ck Fee ' - Zl a,o s-o ------------------------------ -----·-···----·-•-··-------. -·-------------·-·-·-----·----- ------------------·---·-----~---·-------------- ' ._ ESGIL COR PORATION PLAN PICK UP AND PLAN RETURN RECEIPT Jurisdiction Of c~ .J. 1 t,,; 7 I I x i -~ Number of Plans Picked Date Up This Date I ·~ Delivered by Number of Plans Delivered I ~~/ This Date For Plan Check Nos. Initial Plans Picked Up Plan For This Date ·Check Recheck Comments Plan Check Nos. Plans Deliv ered Plan Corrections · Remarks This Date Approved Requi red R)-'2-~ 1-)\) 0 l\) o'i{\ \Y) Cf 0 ~ 1 '1 --G., .. ~ .. , 4Q ~ r<?..-r, I e 'I. ~J ' ~.I\ -~, 1~ be , COt..n\ \ I f I -.----......... ( ( ) L-)') \ ' _/ -- - Concurrence J urisdiction Official by: ___________ Date _____ _ I INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: PLANNING DEPARTMENT ZONE -P-G c;23}i_ ~ iJ.. DATE:i?ECEIVED JUN sn an LOT SIZE _________ LOT WIDTH ________ _ UNITS ALLOWED ___________ UNITS PROVIDED ____________ _ PARKING SPACES REQUIRED "'Fl~ PROVIDED ______ '+------ % COVERAGE ALLOWED ------4LL~~~ ____ PROVIDED ___ -4-,eJ~(~(; ____ _ BUILDING HEIGHT ALLOWED PROVIDED ----------- FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ALLOWED PROVIDED==o=~= Q ~ IN,.,.~,.. _ONS ______ t LA~ APE & IRRIGATION PLAN COMMENTS: ~N~tµO('---------------- ENVIRONMENTAL PROTECTION REQ: -~--L-=--'----'-......___..__ ______________ _ ADDITIONAL COMMENTS: OK TO ISSUE: ENGINEERING DEPARTMENT R.O.W. ______ INDUSTRIAL WASTE _______ IMPROVEMENTS _______ _ SEWER CONNECTION GRADING PERMIT 'LEGAL DESCRIPTION ADDITIONAL FIRE D.EPARTMENT ________ DRIVEWAY LOCATIONS ___________ _ ;2/t-,J_s-2--.J-1/ ~J_._s~~Vtlta~ EASEMENTS *AINAGE ~~ 7- SPRiliKLING SYSTEM FIRE PROTECTION EQUIP. ------------------- FIRE ALARMS EXITS _______________ _ FIRE HYDRANTS LOCATION _________________ _ ADDITIONAL COMMENTS OK TO ISSUE: _____ DATE _______ OK TO FINAL ______ DATE ___ _ WATER DEPARTMENT • REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE ________ _ .. . . "" PHILIP HENKINO ■ENTON PIIIS.IDSNT • CIVIL SNCIINSII: .. Hoberg Construction, Inc:. 2119 Softwind Avenue Enc:initos, Colifornio 92024 ··•<·•--•-·-·~--------- BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 111140 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 August 5, 1981 Subject: Project No. 8l-7-24M Gentlemen: Moisture Contents in Subgrode Soils Lot 95 of Spanish Villoge Unit No. 1 Carlsbad, California Tl:Ll:P'HONI! (71•> 5155-19155 This is to report the results of tests to determine the moisture contents of the soi Is in the upper three feet below finished grade in the proposed building area ot the subject site in Carlsbad, California. The soil samples were obtained on August 4, 1981 and the results of the moisture determinations ore presented as follows: Approximate Location of Samples Southwesterly portion of proposed building area Northeasterly portion of proposed building area Depth Below Existing Grade (in feet) 1.0 2.0 3.0 1.0 2.0 Moisture Content (% dry wt) 16.6 21.6 20.7 22.2 19.4 Could not excavate very firm siltstone below 2 .0 feet. It is concluded from the field observations of the various soil types and the final results of the moisture determinations that the soils in the upper 2.0 to 3.0 feet below finished grade at the locations sampled have been sufficiently moistened to minimize the potential expansion of the soils, as recommended in our report under Project No. 73-ll-12Ddated January 8, 1975. It is recommended that positive drainage, 6 inches of vertical foll in 6 feet horizontally, should be provided around the perimeter of the house in londscoped areas. Drainage systems should . , .•.•. ,-----------------) .. · Hoberg Construction, Inc; st 5, 1981 Protect so be provided to collect oll runoff from roofs and conduct the water in watertight pipes ither into the streets or storm drains, All surface drainage should be prevented from ponding odlocent to or running over the tops of slopes. Inlet boxes and watertight pipes hould be Installed when necessary to comply with the above requlremenb, By tf~~ • • Remer Reviewed by ~~ ~ C:{14 4-: Philip ~vil~eer RCE No. 10332 Distribution: {3) Addressee RCR/PHB/fr BENTON ENGINEERING, INC, -------·. - J. '' BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS --FOUNDATIONS 6717 CONVOY COURT 6AN DIEGO, CALIFORNIA 9Zl 1 I PHILIP HEN KING BENTON ,.,uaJDllNT • CIVIL 1'.NGJNl:CR January 8, 197 5 Lo Costa Land Company Costa Del Mor Rood Carlsbad, California 92008 Subject: Gentlemen: Project No, 73-11-12D Final Report on Compacted Filled Ground Spanish Village Unit No. 1 Carlsbad Tract No. 72-24 Carlsbad, California v; TEL£PHONIE {714) 565-1855 This is to report the results of tests and observations made in ordar to inspect the compaction of filled ground placed on certain areas of Spanish Village Unit No. 1 in Carlsbad, California. Compacted filled ground was also placed on Levanfe Street and on certain other areas westerly of Spanish Village Unit No. 1. The fills were placed during the period between April 11 and December 9, 197 4. The approximate areas and depths of fil I ed ground placed under our inspection in accordance wirh the approved specifications are shown on the attached Drawing No. l, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground, dated Morch 18, 1974, was prepared by Rick Engineering Company. The approximate locations at which the tests were taken and the final test resu I ts are presented on pages 5 to 26, inclusive, under the "Table of Test Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the major fill materials ore pre- sented on page 27, under the "Laboratory Test Results." Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated below: Test Number 1 to 6, inclusive 7 to 36, inclusive 37 to 11 0, inclusive 111 to 158, inclusive 159 to 209, inclusive 210 to 258, inclusive 259 to 289, Inclusive , Week Ending April 13, 1974 April 20, 1974 April 27, 1974 Moy 4, 1974 Moy 11, 1974 May 18, 1974 Moy 25, 1974 ------!!..-~------. I • -- Project No. 73.:.1J-12D La Costa Land Company Test Number 290 to 324, inclusive 325 to 370, inclusive 371 to 416, inclusive 417 to 460, inclusive 461 to 512, Inclusive 513 to 536, Inclusive 537 to 581, inclusive 582 to 592, inclusive 593 to 596, Inclusive 597 and 598 599 to 603, inclusive 604 to 610, inclusive 611 to 625, inclusive 626 to 654, Inclusive 655 to 659, inclusive -2-January 8, 1975 Week Ending June l, 1974 June B, 1974 June 15, 1974 June 22, 1974 June 29, 1974 July 6, 1974 July 13, 1974 October 12, 1974 October 19, 1974 October 26, 1974 November 16, 1974 November 23, 1974 November 30, 1974 December 7, 1974 December 9, 1974 (Date of last test) Existing loose or porous upper soils were removed and recompacted to at least 90 percent of maximum dry density In shallow cut areas and In certain previously specified alluvial areas prior to placing compacted filled ground. Compacted filled ground was placed on on area between Levante Street and Lots 31 cmd 32 of Spanish Village Unit No. l and on three other areas adjacent to Levante Street designated as Fills "A", "B" and "C". The approximate locations of these off-site fill areas ore shown on Drawing No. l • The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density ar greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of 1658 pounds per square foat for ane foot wide continuous footings foum;led at least one foot below the final compacted ground surface and placed five feet or more inside the top of com- pacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet in- side the top of compacted filled ground slopes, these should be deepened one foat below a l 1/2 horizontal to 1 vertical line projected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support the proposed one and two story wood frame dwellings without detrimental settlements. As was stated in our report of the preliminary soils investigation conducted on this subdivision, (Project No. 73-3-16BC dated May 10, 1973), expansive soils may exist in the upper three feet below finished grade after the completion of grading. Expansive soil conditions were observed to exist on the following lots: Type A (Critically expansive) Type B (Marginally expansive) - BENTON ENGINEERING. INC. Lots 7,<!J) and 107 Lots 48, 66, 67, 80, 87, 92, 96, and 100 -. • I )t)tt ............... ___________ ..,. __ _ h , : bi:dYr t r'itrl tW it Project No. 73-11-12D La Costa Land.Company -3-January 8, 1975 In order to minimize possible detrimental effect, caused by these potentially expansive soils, the following special design and precautions are recommended1 TYPE A LOTS (Critically Expansive) 1. Avoid the use of isolated interior pien. Use continuous interconnected reinforced concrete footings throughout, and place these at a minimum depth of 24 inches below the lowest adjacent exterior final ground surface. 2. Reinforce and interconnect continuously with steel ban all interior and exterior footings with one #5 bar at 3 Inches above the bottom of the footings and one fl5 bar placed 1 1/2 inches below the top of the stems of the footings. 3. Raised wooden floors that span between continuous footings are best, or use concrete slabs reinforced with at least 6 x 6 -10/10 welded wire fabric. A minimum of 4 inches of crushed rock 3/4 to 1 inch in size should be placed beneath all concrete slabs and covered with a moisture barrier. Two inches of clean sand should then be placed over the moisture barrier and below the bottom of the slab. 4. 5. 6. 1. Separate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by ex- tending the felt over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. Exercise every effort to assure that the soll under the concrete slabs has a uni form moisture content at least l to 3 percent greater than optimum throughout the top 1 ,5 feet below finished grade at the time of placing the foundations and slabs. Provide positive drainage away from all perimeter footings with a vertical fol I of at least 5 inches to a horizontal distance of 5 feet outside the house walls. TYPE BLOTS (Marginally Expansive) Use the same design as recommended for Type A lots except for the fol lowing changes: a) Footings may be placed at a minimum depth of 1 .5 feet below the final ground surface. - BENTON ENGtNEERtNG, !NC. j Protect No. 7~-11-12D Lo Costa· Land Company -4-January 8, 1975 b) #4 steel bars may be used in lieu of the #5 bars described in the above paragraph 2. tll ether le'1 ir thif :mit were deeifind ca2arn1eowixs end tberefere ae seesiel desie0 for 3xponslve sop 59pdjtjgoa wjU be required on these remainjqg lots. • Loose fill soils, approximately three feet in thickness, were placed on the slope areas on the north side of Levante Street between Sta. 75+,50 and Sta. 77+o0. It is understood thot these loose soils will be removed and recompocted to at least 90 percent of maximum dry density during the future grading of the adjacent area on the north side of Levante Street. All buried exterior utility lines should be City of Carlsbad approved plastic lines due to the corrosive characteristics of the soils, unless sufficient field tests ore taken to establish that noncorrosive soils exist in the utility trench areas. Respectfully submitted, BENTON ENGINEERING, INC. Bytf_C~ .. Remer ' Reviewed by ...;;>m"Zlt~~...,...:::...l;._.-<r-?4 ~?::!:' RCR/PHS/pk Distr: (4) Addressee (1) Addressee Attention: Mr. Burton C. Kromer (2) City of Calrsbad Building Department (l) Rick Engineering Company, Carlsbad (2) Title Insurance and Trust Company Attention: Ms. Ruth J. Rodger BENTON ENGINEERING, INC. 1?00 rt I.\ ,~.VLNIJ[ CAFUf>{;/\D, C-,'.L!I OfUJI/, :l?Jv8 Bu i l cJ ·i n~J r:2~~;--t;;1c:nt ,. ([(tp of f'ci~lili t i<o . Tf:L[l'HO~:r·: (71t.) i';:0-11c; l --------·--- Isst.:e Dc.,.tc. --------,--- .-CERTJr-JCf.\1E .Or~ (G-:flINJCE HITI I e::cRGY consc :.'LIIO:'.J L::SlG'.! r~O!JIPi~··:2TfS Cn'·.f''"(\ .,,.]) Pl r1nTf(i C -, Df1GT (.' r1···1li· 2'' c·' 1··r-U:y,:!Jf\ 1'\fi'.'1 nwr:-J,,l:il1iL .,\ ,11\, J. LL .. , rJi!\1 o., -,~ , _ 1;.\ 1 ,_, • w.t..1 .... j~, _G~t;_-~~, hereby ccrt·ify that I am f c11;ii1 iar C /\ C Ti t ·1 e 2 't ) S e c t i o n T 2 0 -1 t, 0 1 t h r o u £ :1 T 2 0 -· 1 t]. b 5 , ~ n d th at t h e plans a nd ot!1cr .documents submitted ·in SL;pport of the app.l·icai:•icn fO l' R bu i"l d i 11g pe rmit at----~--·· 111'/(L_c_o__.£¼_ _______ _ .. . · . -J¼'\ 'dress ~ 2 S:-;::z -z,y . . . ,: . . . ·. / ',P / . . . . ~~or 's P,1rce1 no. . -DJ· •d --- comply \·Ii th of th2sc regulations. :S·i gna tur0. I --------~----~ Tit1c_ _____ _ --..,.-------------(7\rclri Leet., Ln£Ji 1e:;r , Contractor, OU::.r.) .State Li cense 0r Certificate No. Oate-4-#9.-L.-_'/ __ /a/5(~-------· Subm'it t o the Vuildfo9 Department \'iilh p2nnit appl ~cc1tion .· • I• Form 7f'.-l 01 4-21-78 LEUCADIA COUNTY WAT ER DISTR JC·r APPLICATION FOR SEWER SERVICE . . O\'mer 1 s Name .Rt,bett Hardiiig f30~]?./t.t0(,4j;J1 Phone No . 942-2529 Mailing Address 1465 Pegaso St Encinitas , Ca 1 if 92024 SEWER PER~.-!IT ISSUED U?ON Service Address: Marca Pl Tract Description: lot 95 Spanish Village Assessor's Parcel No . -------------2!6-3SQ-22---216-352-24 RECEIPT OF DUlLD:NG PER~UT. BUILDING PERMIT ~!UST BE APPLIED FOR BY _f._..:_ 3 0 .:.:...£·u. Type of Build·ing --=s-=-•..:....f.=--------No. Units 1 Connection Fee $ 600..,_,Q,Q_ Lateral Size: 4 11 611 811 Saddle Easement Connection pre-pd 200.00 400.00 Extra Footage: __ @$ __ _ Amount Rec'd $400.00 Ck. No/Cash 776 Date 8--2~---7~9-- Rec 'd By g.frankl1n Extra Depth : ___ @$ __ _ Latera·1 Fee Prorated Sewer Serv"ice Fee To ta l $ 600 . 00 The application must be signed by 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 application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (.at or near the applicant's property line) where the serv'ice lateral i s connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rule~ and regulations; and IT MUST BE INSPECTE D 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 IS 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 service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually corrmences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as prope~ty taxes. The undersigned hereby agreesthpt the above i nformation given is correct and agrees to the conditions as stated. 8-29-79 Date 9889 Account No . I I 1 / . ' •• I I i ' j --~ ~ V" -~-..-~. • :.,,r-::,_ ;:.;......-,yi-,-,.. • -.-.;-.,....___---::::; )( /AM/4.A~~~~M/4,;i{.,P.,!,'i.\/1 ,.\/\.AA~,1 ,~,.~.~-~& '' IAAA~INA#..!A )"' j ~ p ~ ;>,~ < Ql rrt tf t rut r of u,r nqrn H qt E CITY OF CA RLSBf'\D ~ This Certificate iss11ed pursuant to the requirements of Section 306 of the Uniform Building Code certifies that at the time of issuance ~ this structure complies with applicable ordinances of t.he City ~ ~ i » Use Clossilication Single Family Dwelling Bldg. Permit No. ___ ~l -Z s4 f; Group ______ Type Construotion _____ Firc Zonc ______ Usc z~e -_____ ~ regulating building construction use . Occupont Lood , •. ~. •. •. -----,---_____ ~ ~ Ow:,erofBuildio~•pqb .. Dlg~v.~nnl _.:._ • AddreH __ ~3zz H~~--·~-~~--____ t A 8 ·id· AJd · ',23·22•· Marc~ Pla,.ce I L 1. Ca J.-.,.l sbnd , CA . 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