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Home My WebLink About2852 CACATUA ST; ; 81-164; Permit/ DECLARATIONS LENDER 77 WORKER'S COMPENSATION OWNEWBUILDER CONTRACTOR I It in - - m D n I c D n c c b U W rn I I '- B ~ - - D 0 n x v, -. 0 m D n n - z cn + D r r n c W ? 0 c 0 + cn c V -I 0 - 0 0 0 0 0 I , I +- I I -+- 4- -4 .+ Pink LaApplicant Gold - Temporary File White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor D r C z E z 0 C z 0 rn so 0 fl 0 C z 0 - i 1 1 1 E 3 I ! ! - - 3 rn 0 I P 2 0 - - t T I I ~ 2 a - P rn 0 2 v, D rn 0 i 0 z n rn 0 0 n 0 r - I t -i- + T T 1 i City ofsvCarlsbad MISCELLANEOUS 1200 ELM,+CARLSBAD, CA 92008 TEL. (714) 438-5525 RECEIPT Mailing Address - COMPLETE FOR PLAN CHECK ONLY LEGAL DESCRIPTION ? ASSESSORS PARCEL NO >/J-3 70 - 3 DESCRIPTION OF WORK DESIGNER ADDRESS Signature of Applicant Date MISCELLANEOUS FEE RECElPJT -, rj uJ/; i(. " I>' 1 DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT Carlsbad Encinitas San Diego San Marcos n I I1 I 17 n I n d c. TOTALFEE $ '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 White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor Mailing Address 6- >OMPLETE FOR PLAN CHECK ONLY -EGAL DESCRIPTION &%<, ASSESSORSPARCELNO DESCRIPTION OF WORK ~~ PI AN ID NO. DESIGNER ADDRESS PHONE CONTACT PERSON w t L-J ' 1 MISCELLANEOUS FEE RE#P I? San Diego 3 San MarcosII n n TOTALPEE &$, 9 El *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. I COMMENTS I White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor rl*i gy. REQUEST FOR INSPECTION TIME: 2-3b INSPECTOR OWNER t [&p<y DATE: 0 * +QRMy?,- 0 ADDRESS ” j5+ c&. Af-Up., - ~ BUI LDlNG 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT - GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL , U, FINAL \ PLUMBING /A 0 UNDERGROUND PLU 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 2. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.I. /I MISCELLANEOUS ENUM AND DUCTS 0 COMBUSTION AIR r 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS RE DY FOR INSPECTION: 0 MONDAY 0 TUESDAY $WEDNESDAY 0 THURSDAY 0 FRIDAY P 0 A.M. & SPECIAL INSTRUCTIONS 1 REQUESTED BY PHONE NO. I\ +f----- PERSON TAKING REPORT U CORRECTION NOTICE CITY OF CARLSBAD M- BUILDING INSPECTION DEPARTMENT TIME: INSPECTOR PHON E - 438-5525 Note: Final Inspection Required BUILDING 6 #ou(;rr mS&K FOUNDATION @) GRA@rrJO &47fiy R El N FORCl NG STEEL t3- AI &WPWRTY LbMU 45am Nu7 MASONRY SPcAsH e L&CK #a R 70 -- Ibf,/3/ GROUT - GUNITE 6QU ?Porn FLOOR AND CEILING FRAME &MA@dS AbL ==e!PL S H E ATH I N G s @4a+J-O37s - EXTERIOR LATH /;td.deL. Pv n, G&..s I NSU LAT I ON FdrPO D/P 5- W/WN c INTERIOR LATH OR DRYWALL hmdc ea -//e/e#ye R UNDERGROUND PLUMBING /Took. UNDERGROUNDWATER Gp.. Bh=wil€% 6-#%9x/ 1- ROUGHT PLUMBING 4m/a- FRAME PMW- PLUMBING 77 Ga.54 ON S(cF*4G&7= TOP OUT PLUMBING SEWER AND PL/CO TUB OR SHOWER PAN GAS TEST WATER HEATER ELECTRICAL TEMPORARY SERVICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE UPPER GROUND G.F.I. SMOKE DETECTOR MISCELLANEOUS PLENUM AND DUCTS COMBUSTION AIR CONDITIONED AIR SYSTEMS SO LA R G RAD1 NG POOL PAT IO SIGN OTHER REQUEST FOR INSPECTION TIME: INSPECTOR- .- ** PERMIT NO. DATE: /d - ./f fl OWNER *Bf!wcL ADDRESS BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY LECTRIC UNDERGROUND 0 GROUT - GUNITE 0 SHEATHING 0 EXTERIOR LATH 0 FRAME 0 INSULATION PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 WATER HEAT 0 GAS TEST 0 FINAL I MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL J READY FOR INSPECTION: 0 MONDAY 0 TUESDAY 0 WEDNESDAY 0 THURSDAY 0 FRIDAY 0 A.M. 0 P.M. SPEC I A L INSTRUCTIONS REQUESTED BY PHONE NO. PERSON TAKING REPORT c .- Bity of Carlabad This letter is to certify that we understand the condition of the berm seperating the houses and will mutually agree to fix what ever problems would 0 owner ' City of Carlsbad This is to certify that the glass put in Mr. Paul Rodkfn's house at 2852 Cacatua st is the Thermal glass that is required by code. I i LIIbSCAPE 6, ~IRZGATION PLAN COMMENTS: h/ i INTERDEPARTMENTAL INFORMATION SHEET w & APR2 9 1981 LOT WIDTH UNITS PROVIDED BUxLbXfi@ HEIGHT ALLOWED PROVIDED SIDE SETBACK: REAR SETBACK: t R.O.W. INDUSTRIAL WASTE IMPROVEMENTS - ~EWBR~ CO#NECTION IE.~J; DRIVEWAY LOCATIONS ' GLADXNG PERMIT EASEMENTS A DRAINAGE LEGAL DESCRIPTION A#DITTONAL COMMENTS OK TO FIN FIRE PROTECTION EQUIP. EXITS FIRE. 'HYDRANTS LOCATION ~ADbITIUNAL COMMENTS I- L ,4 OK TQ ISSUE: DATE OK TO FINAL DATE 'I d J / 1. I WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE . MATERIALS JOE OF 1 FREDERICK Efl-GlnEERlnG SHEETNO STRUCTURFIL - CIVIL - PLRnninG CALCULATED By DATE 390 ORK FIVE. SUIT€ n. CARLSBRD. CFI. 91001 1714) 729-0411 DATE CHECKED By SCALE -- ... *^ 1.1 1 -_ *-- - 1.. . -- A_., LUMBER "^ "- BEAMS, HEADERS, COLUMNS DF 1 CODE 1979 UBC I FREDERICK EnGlnEERlnG 2 OF QTRUCTURRL - CIVIL - PLRnninG CALCULATED BY FM DATE- 390 OAK AVE. SUITE n. CARLSBAD. CR. 92008 (714) 7z9-0411~ CHECKED BY OATE - tL -3 & I, -, --./ .6 -I ' ,- 6 ENGINEERING. INC. APPLIED SOIL MECHANICS FOUND4TIONS 6741 EL CAJC)N BOULEVXPD SAN OIEGO. CALIF3RNlb 92115 r PHILIP HENKING BENTON P-ESIOENT . CIVIL LNGI1.rEER La Costa Land Cornpony Costa Del Mar bad . - __ Rancho ~a Costa, Californib 32008 0 cjober I 9 , 1972 Sub jact: Project No. 71 -7- 17D Grading Permit No. L-5930 Final Report on Compacted Filled Ground And C lassificakion of Soil Conditions Lots 413 to 584, inclusive And Certain Street Areas la Costa hkadows Unit No, 3 Carl sbad, C a 1 i forn ia SAM DIEGO. 583-5654 L* MESA. 453.5654 Gentlemen: This is fo report the resulk of tests and observations made in ordsr to inspect the compuction of filled 9mur.d plcced on certain areas of La Costa Meadows Unit No. 3 in Carfsbad, California, formerly a part of the County of San Oiega. The fills were placed during the period between . July 15, 1971 and July 20, 1972. The cpproxirnak area and depths of filled ground placed under our inspection in accordcnce with the cpproved specifications are shown on the atlacked Drawing No. 1, entitled "Location of Compacted Filled Ground." i he gruding plan used for the placement of filled ground was prepared by Rick Enginaering Cornpony and approvad March 15, 1971. - The opproximafe localions at which the tesh were taken and the fino! test results are presenfed on poges f-1 to T-26, inclusive, under the "Table of Test Rewffs." The laboratory deternina- tions of the maximum dry densifis5 cnd optimum moisture conbents of the rriaior fill materials at2 presented on pages T-27 and T-28, under the "LabO:atory Test Results." Some of the maximum fcken during the weekly period; indicated below: 4 - dry densities shown in the "Table of Test ResuIks" were combinations of these. The Tat Numbr VJeek Ending 1 to 4, inclusivz 5 to 21, inclusive 22 to 35, inclusive 35 to 63, inclusive 64 to 113, inclusiv$ 1 14 to 153, inclusive 154 to 218, inclusive 2 19 to 275, fncluslva 276 to 318, inclusive 319 to 360, inclusive a July 17, 1971 July24, 1971 August 7, 1971 August 14, 1971 August 2? I 197 1 Avgusf 28, 197i September 4, 1971 Septerber 11, 1971. Sepfem'ber 18, 1971 Sqternber 25 , 1'371 . _- Cctoh-,; ?9, 13x2 - , ., projCkt r;o. 71-7-17; -2- I :* f= 'i . * { * ,, La Costa Land Compcny - 7 Test Number Week Ending October 2, 1971 Gctober 3, '1971 October 16, 1971 Octokr 30, 1971 November 13, 7971 November 20, 1971 November 27, 1971 December 4, 1971 December 11, 1971 December 18, 1971 December 25, 1971 361 to 404, inclusive 405 to 456, inclusive 457 to 507, inclusive 508 to 538, inclusive 91 to 621, inclusive 622 to 675; inclusive 676 to 701 , inclusive 702 to 771, inclusive 772 to 835, inclusive 836 to 905, inclusive 4 906 to 924, inclusive J 925 to 930, inclusive July 15, 1972 1 931 to 935, inclusive July22, 1972 a f t' 9 539 to 90, inclusive November 6, 1971 3 -4 1 4 The final results of tests and observations indicate that he compacted filled ground ha been placed at 90 percent of the rcaximum dry density or greater. It has been datermined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe beuring value of 1930 pounds per square foot for one foot wide continuous fcotings founded at a minimum depth and placed five feet or more inside the top OF compacted fillitd ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line projected outward and downward from a poinf 5 feet horizontally inside the top of cornpackl filled gl;ound slopes. Tests indicate thaf the compacted filled ground is adaquatc to satisfactorily support the proposed wood frame dwellings without detriments! settlements. Expansive clay, sifv clay, and sandy clay soils vere placed in the upper three feet in certain compacted fill areas and also exist in the upper three feet below finished grade in certain cuf area. The final classifications OF the soil conditions existing on each lot ore presented as .$ 2 -9 I 4 3 i follows: 3 I :c, .a I Type A - Critically Expansive Soils Lots 413 to 430, inclusive 432 to 435, inclusive 437 to 441, inclusive 446 to%O, inclusive 452 to 454, inclusive 459 to.466, inclusive 470 to 4-87, inclusive 489 to 510, inclusive 512 to 527, inclusive BENTON ENGINEERING, INC. LOtS 53'1 to 534, inclusive 536 to 540, inclusivs 5-43 to 552, inclusive 563, 564, 570, 574 575, 576 578 to 581, inclusivs 584 554, 556, 557, 55s Iioject NO. 71-7-17D La Costa Land Company -3- October 19, 1972 Type B - Mcrginally Expansive Soils Lots Lots 431 and 436 442 to 445, inclusive 451, 455 to 458,. inclusive 467 to 469, inclusive 488, 511 528, 529, 530, 535 542, 555, 560, 565 566, 566, 569, 571 572 and 573 Type C - Nonexpansive Soils Lots 541, 553, 559, 561, 562 567, 577, 582, and 583 it is recommended that the Following special desip and precautions be taken for the houses to be constructed on the above lots in order to minimize the possible damaging effects due to diiferential movements of the potentially expansive soils: Type A Lots -. 1. Avoid the use of isolafed inferior piers. Use continuous interconnecked . reinforced footings throughout, cad place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface. 2. Reinforce and interconnect continuously with steel bun 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 foofings. 3. Exercise every effort to assure that the moisture content of tha soils in the upper 18 inches below finished grade is ? percent to 3 percent greater than optimum at the time of placing foundations and slubs. 4. Raised wooden floors that span between continuous Footings are best, or use concrete slabs with ot least 6x6 -10/10 welded wire reinForcement ond a minimum of 4 inches of cmhed rock 3/4 to 1 inch in size beneath all concrete slabs. A moisture barrier should be provided over the crushed rock and this should &e covered with 2 inches of sand below concrete slabs. i ~ 5. Separate garage slabs from perimeter footings by a 1/2 inch thickness of ~ conshuction fef t or equivalent, to allow indcpsndent mov2ment of garage slabs relative to perirnster footings. Assure compleb separation by extending 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. I I I I .&jcct No. 71-7-173 -4- October 19, !??2 Li'Costa Land Company 6. Provide positive drainaga away from all perimeter foofings with a vertical fat1 of at least 6 inches in a horizontal distance of 5 to 6 Feet outside the housa wolls. Type B Lots Those fob fisted as Type 8 lots should follow all the above-listed recommendations with the two following exceptions: 1, .. The continuous footings may be ploced at a minimum depth of 18 inches below the loweit adjacent exterior final ground surface rather than the two feet recommsndsd for Type A lots. 2,. Single #4 bur placed as directed (above) near fops and bofkom OF ail interior and exterior footings may be substituted for the f5 ban recommended for Type A lots. i?ecornrnendotions 3 to 6, incfusive, as listed for the Type A lok, are alto applicable to the Typ B lots. Cnly nonexpansive soil conditions were observed in the upper three feet on the Type C jok cnd therefore specially designed footings and slabs will not be required on these lots. f,espectfu I l y submitted, - 6ENTON ENGfNEERING, INC. P,. C. Rener Philip H. Ben#&, Civil Engineer zistr: (4) Addressee (1) Rancho La Costa, Inc. (1 ) Rick Engineering Company (2) (2) Uepartnent of County Enginesr Atfention: Ah-. Burton L. Kramer San Diago County Building Inspection, Vista Office (1) Attention: Mr. H. M. Taylor (1) Attention: Mr. Joe SoveIla Department of Building Inspeckion (2) City of Carlsbad BENTON ENGINEERlNG. INC. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATION8 235 3 CA c 8140RUFFlN ROAD SIN DIEGO, CALIFORNIA 91121 May 21, 1981 PHILIP HLNKlNQ BENTON PRCSIDLNT . CIVIL CNGINLLR Hoborg Construction, Inc. 2119 Softwlnd Avenue hcinitas, California 92024 Subject: Roiect No. 81-548M Moisture Contents in Subgrode Soils RECEIVED MAY 2 6 1991 This is to report the resulh of tesh to determine the moisture contents of the soils in the uppr three feet below finished grade in the proposed building area at the subject site in Carlrbod, Cal iforn fa. The roil samples were obtained on May 20, 1981 and the results of the moisture determinations are presontad os follows: Approximate Depth Below Moisture Location of Existing Grode Con tent Samples (in Feet) (% dry wt) SouthQartorly portion of proposed building area I .o 2 .o 3.0 Northwesterly portion of proposed building area I .O 2 .o 3 .O 26.8 23.8 20.9 27.2 23.6 I7aO It is concluded from the field observations of the various roil types and the final results of the moisture doterminations that the soils in the upper three feet below ffnished grade at the locationrsampled have been sufficiently moistened to minimize the potential expansion of the sojls, 01 recommended in our report under Project No. 71-7-17Ddot.d October 19, 1972. It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should be providod around the perimctor of the house. Drainage systsms should also bo provided to I Hoberg Construction, Inc. -2- Moy 22, 1981 Project N. 81-5-18M collect all runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running over the top of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply wlth the above requirements. * RarJmctfully submit I BENTON ENGINEERING, INC RCE No. 10332 - Disttlbutiont (2) Addressee (I ) City of Corlsbad Building Department RCR/PHB/bh BENTON ENGINEERING, INC. I !st ;J, ~L'IL;*;::?, FERMIT. 45 5- 0407 CA"-tk i 0. rZZ:.;:T t.iUST EE I San Diego, CA 92121 Service Address: lot 489 La Costa ~KK~\L\~LC.LL I Tract Description: - Assessor s Parcel No. -c QIA - 13- I ( .. .- i 4 \ Type of Building <-f_ No. Units 1 Connection Fee $600.00 - 400.00 Lateral Sire: 4" 7 6" ~ - 8" - Saddle - Easement Connection I 3yq +3-* I m,; BW- .$ Pre-Pd 'Lou UJ Extra Footage: - @$ Extra Depth: @$ Amount Rec'd 9-24-7 Rec'd By g-fran Lateral Fee Prorated Sewer Service Fee Total $ 60U*m- The application must be signeci by the owner (or his authorized r2presentative) 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 main collection line 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 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 service lateral is that part of the sewer system that extends from 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, 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, lvlUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINf WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDEREF 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 commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. , The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. 9-24-79 10912 Account No. . 1200 ELM AVENUE - CARLSBAO, CALIFORNIA 92008 Bui Jding Department TELEPHONE: (714) 729-1181 , Permit No. a I-164 . ... Issue Date. 1, Ghew bb,,, .¶ hereby certify that I am familiar - with the state energy.conservation standards mandated in CAC Tit'le 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 3852 a c.,oi-ha Stre& Address 2.IS-8 -296 - 1'3 ¶ .Assessor's Parcel Mo. Dated .State License or Certificate No. uor Sa% . . Date -q/jsq/gj / / I . - Submit to the Building Department with permit application. I' Form 78-101 -. ... ............................................. Address -, CERTIFY WAT -ME ~NSUIATIGI INSTALLED AT" .. 9 IS JN"MLFoR4Lvig NIRl 711L &EPR%m Pugs . - Assessor's Parcel No. .. ~. ** ... _. . .. I .. .. .. . . -. ... .. .. - -. .. D .o .... :. . . a. -. .. Signature Name of Insul atfon Contractor- .. i . : -: .. .. 0. .. -, 0. . State .'L$cense NO. ... .. - Date- . * .'- * *? * * *' * * . * . * -:.* * *. Q * * d' .- .. .... ............................ * ........... * ...... I THE B~.I~U~SNG ammxx HEROT( . . ... .. I. I,. * :-m-rrFy .. TI-RT TIE itissUIA-cro1\1 INSTW'AJ JTIIS ADDPESS -1s IN coi~~mim~ .. .... .. .. '. /. .- .... .. - .* .. .. .. Post one c.opyaon the building at completlotl of workhnd file one copy with the Building Department, prior to final inspection. . I CD 4 1 I