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HomeMy WebLinkAbout2645 ABEDUL ST; ; 73-3167; PermitWbt to cmpha numbered rp.car only. Phone~729-1181 SPARATE PERMITS ARE REWIMD FOR ELECTRICAL, PLUMB- THIS PERMIT =COMES NULL AND VOlO tF WORK OR CONSTRUC- ING. HEATING, VENTILATING OR AIR CONDITIONING. CONSTRUCTION OR'WRK ISSUSPENOEO OR AEANWNEO FOR A TlON AUTHOR12EO IS NOT COUUENCED WITHIN (I) DAYS, OR IF PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COW MENCEO. I HEREW CERTIFY THAT I HAVE READ AN0 EXAMINE0 THIS APPLICATION AND KNOW THE MME TO 66 TRUE AND CORRECT. ALL PROVISIONS OF LAW% AN0 ORDINANCES QOVERNINQ THIS H REIN OR NOT THE QRANTINQ OF A PERMIT WES NOT PkSESVME TO GI& AUTHORIM TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REQUUTINQ CONSTRUCTION OR THE VERFORMANCE OF CONSTRUCTION. TVPE OF WORK WILL me COMPLIED wmn wnrrnEn SPECIFI~D I I I I .. PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION 4. .. ,. . , -?; .. .., . . .. . . , . . , .. ..,i . :._.. .. ' , .,..*. INSPECTOR 1 .... .. ..... ... .. ., ,. . 'a . . ~. ... ._i_ri.,. .. .... .... I . #__, ... ,_.. ... ......... ... . .............. .a .. . . . ,. .~ . ,: .i ..,- ,.- ,.. - ... ., ., U ELECTRICAL PERMIT APPLICATION -. Tki2**w 0, 111. /- 2 City of CARLSBAD, CALIFORNIA 92008 I: Permit No. Applicant to complete numbered spaces only. Phone 729-1181 3 I*: I, ! ,.a* .DD"TS$ PEClAL CONDITIONS: , NOTICE /* 1 I HEREBY CERTIFY THAT I HAVE REA0 AN0 EXAMINED THIS HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GlVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR L-AL LAW REGULATlN5 CONSTRUCTION OR THE,,,PERFORMANCE OF CONSTRUCTION. CK VALIDATION CK. M.O. CASH PERMIT FEES blo. ' 1 Each I FSS ISSUANCE OF EACH PERMIT 2- I. AMPERES OF MAIN SERVICE,.SWITCH, NEW CONSTRUCTION, FOR EACH FUSE OR BREAKER : f. "'. (74 .& ,112 2.c NEW SERVICE ON EXISTIN& BLDG. .3d I" IN MAIN SERVICE, SWITCH, FUSE FOR EA. AMPERE OF INCREASE " OR BREAKER ~ f8 REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD- ING mo AMP. Ill I TEMP. SERVICE OVER 200 AMP. PER 100 I I I I MINIMUM PERMIT FEE - - I I I I +IS SPACE1 THIS IS YOUR PERMIT PERMIT VALIDATION CK. M.D. CASU INSPECTOR ,. *- ... . ... . - MECHANICAL PERMIT APPLICATION :&7**1"* - Permit No. Applicant to complete numbered spaces only. Phone 729-1181 ..?$>,;''; ,/S/ City of CARLSBAD, CALIFORNIA 92008 ,on 10DIF35 f I I Gar Fired A.C. Units-Tannage Ea. I t D FOR ISS"(\NCC BY I Forced Air Syltems-B.T,U., .,' I Gravity Systems-B.T.U. . " N ,/ ,I : .',I .i L1 4 ,. '.* .. .' ~ '. ( ,, ' ..., ,, .- -.. N~TICE RMIT BECOMES NULAUD VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN M) DAY " " CONSTRUCTION OR WORK IS SUSPENDED OR ABANDO 8 PERIOD OF 120 DAYS AT ANY TlME AFTER WO# . . -. . - - - Unit Heatem-B.T.U. pn or FOR A IS COM- Clothes Dryers Ventilation Fan :? Ranpe Hood Air Handlirg Unit- C.F.M. 1 E?z&V PFmTIFV TYAT I UAVF RFPn PNn EXAMINE0 THIS NO CORRECT. FCININC TU19 ti" I t I I I I App~L.l.c~A~T,o~N~.AND .KNow.THE .sAM~E.T~o.~~E.TR~uE~Ai ALL PROVISIONS OF LAWS AND ORDINANCES GOV . . TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GlVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING I CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Incinerator ",. .I - - - - - - - - - i :+ c 5,GN.TU"E 0. OWYC" ll,O**L" ."!LOT", IDATE, WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH .. INSPECTOR 0 Residential REQUEST FOR 0 MobilehomePark 0 Multipm INSPECTION ID # ................ .......... or C erc.i Space # ........ .. ...... 7% .. Address Address , ... BUILDING PLUMBING ELECTRICAL MISCELLANEOUS ~ .................................. 0 Sign .......................... Underground .......... Undergmd. Plbg. ...... 0 Sheathing ................ 0 Driveway .................. 0 Pump ... ;, ............ :.... 0 Soil Line ................ 0 Steel ........................ 0 0 Patio ........................ Pole 0 Water Heater 0 Mn. Forms 0 Porch ........................ .o Pool Bdnding .......... 0 Gas .......................... 0 .................................. 0 .................................. ................................ 0 .................................. 0 bth ............................ 0 Undergrnd. Water' ....0 Ceil Heat ... :. ......... n Wall .............. :.. ......... Frame ....................... ...................... .................... ...................... Ready fw Final special Instructions -- .... .............. ........................ ............ ... .... ........................ .......... 0 Rough 0 Rough .o Fence ,o Final : .., ................................. _____._ ... ...... ...! ..... Phone number ........... Person Faking Repat: . . .. 0 Residential REQUEST FOR wilehome Park 0 Multiple Res., Tract ID # ...... Space # .......... INSPECTION or Commercial Inspector ................................................... Permit No ..... ......................... Date ............................ w 3-2L - 7) Owner 9a ............ Address .................................. Mn. Forms .............. .......................... ......................... ..................... ...................... Frame ...................... Final ........................ ...................... ............... .. I ! 0 Residential 0 Multiple Res., Tract ID # ................ Space # or Commercial ............... .................................. ........................ ..... > .......... n ~ In .... ... ........ ... ....... .. I REQUEST FOR 0 MobilehomePark .......... INSPECTION ID # Space # Address Address .................... ...... ........ I.."........... .. I .. I .. .. ! Residential REQUEST FOR 0 Mobilehome Park Space # .......... ! Inspector Address Address BUILDING MISCELLANEOUS ELECTRICAL PLUMBING .................................. 0 .................................. 0 ................................ 0 .................................. 0 .................................. 0 Porch ........................ n Pool Bonding .......... 0 Gas .......................... 0 Fdn. Fwms .............. 0 Fence 0 Rough 0 Rough 0 Frame Gading 0 Final -0 Final 0 Final 0 Sign .......................... 0 Underground .......... 0 Undergrnd. Plbg. ...... 0 Sheathing ................ 0 Driveway .................. 0 Pump I ..................... 0 Soil Line ................ 0 Steel ........................ 0 Patio .. ....................... r3 Pole ........................ 0 Water Heater ............ 0 Lath. .......................... 0 Wall .......................... 0 Ceil Heat .............. Undergrnd. Water ....o ...................... .................... ...................... ...................... ........................ .................... ........... ........................ Ready for Inspection - Mon.. Tues., Wed., Thurs.a n ! $ecial Instructions ........................ ........................ ............................................... ........................... Requested by Phone number Person Taking Report: ................... 0 Residential REQUEST FOR . 0 Mobilehome Park 0 Multiple Res., Tract lNSpECTlON . ID# ....... I ....... Space# . or Commercial L” Inspector ..... : ..... B& ................................. Permit N~~,EJ.!.A~ ..... Date.JJ.z.1.3 ......... I Owner ...................................... #.Am ................................. .................... ................................ .................................. .................................. Line ................ Requested by ................... Phone number .... Person Taking Report: 3 ............................... UNITS PROVIDED ALLOWED PRKG. SPACES PROVIDED % OF COVERAGE ALLOWED BLDG. HEIGHT ALLOWED REQ. .. ,. I FRONT SETBACK SIDE YARD REAR YARD INTRUSIONS ENVlRbNMENTAL PROTECTION REQ'TS, LANDSCAPE PLAN ,$WGINEER~'NG, DEPARTMENT ,r lNDUSTRlAL WASTE 'SEWER CONNECTION, EASEMENTS, &?de, L€GAL DESCRIPTION &.@ 7 , &2X#S jsfcs ADDITIONRL COMMENTS ,* ,. A< , ,,' ' , I.,, ..I ., . ,. ,DRAWJAG€ c3/c- ,-.,. .. , . ,i. ; ,, v ,h. , . ., .' SPR,INKLING SYSTEM FIRE PROTECTION EQUIPMENT FIRE ALARMS. EXITS FIRE HYDRANTS LOCATlON ADDITIONAL COMMENTS iwUiE ;:Pkff&r . . DA?E OCCUPAWCY ,e w DATE ', , , ,.,. , , .. * WATER&&R,TNEMT I, '. I ., , , , , i. , ., . , SENT TO ENG. DEPT. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS OAN DIEGO. CALIFORNIA OZll5 6741 EL CAJON BOULEVARD PHIL1P HENKING BENTON CRESIDINI . ClVlL TNGINLII October 19, 1972 La Costa Land Company Costa Del Mar Racld Rancho La Costa, California 92008 Sublect: Prolect NO. 71-7-17D Grading Permit No. L-5930 Final Rqmrt on Compacted Filled Ground And Clcmification of Soil Conditions Lots 413 to 584, inclusive And Certain Street Areas La Costa Meadow Unit No. 3 Carlsbad, California Gentlemen: This is to mport the rslulta of tests and obwrvations made in order to inspect the compaction af Riled grwnd placed on certain areas of La Costa Mecldows Unit No. 3 in Carlsbad, California, formerly a part of the County of San Dlego. The fills were placed during the period between July 15, 1971 and July 20, 1972. The approximate amas and deptha of filled ground placed under our inspection in accordance wlth the approved speciffcations am shown on the attached Drawing No. 1, entitled "Locoticin of Compaoted Filled Ground." The grading plan used for the placement of filled ground m prepared by Rick Enginwring Company and approved March 15, 1971. The approximate locations at which the tests wm taken and the final test mulb am presented on pages T-1 to T-26, inclusive, under the "Table of Test kults." The laboratory determina- tim of tho maximum dry donsitla and optimum moisture contents of the major fill malurials am presented on pager T-27 +d T-28, under the "Laboratory Test Rsrulb." Some of the maximum dry donsitiu shown in tha "Toble of Test Rdb" wm combinations of those. The tests wore taken during the wwkly perid lndicuted blow: Test Number Week Endiw 1 to 4, inclusive 5 to 21, Inclmive 22 to 35, inclusive 36 to e, inclutlve 64 to 113, lncluslbe 114 to 153, inclvrive 154 to 218, inclusive 219 to 275, ineluslw 276 to 318, inclusive 319 to 360, inclusive July 17, 1971 July 24, 1971 August 7, 1971 August 14, 1971 Aqust 21, 1971 bust 28, 1971 hptetn&r 4, 1971 September 11, 1971 September 18, 1971 Sephmber 25, 1971 Project No. 71-7-17D La Casta Land Company -2- October 19, 1972 Test Number Week Ending 361 to 404, inclusive 405 to 456, inclusive 457 to 507, inclusive 508 to 538, inclusive 539 to 570, inclusive 571 to 621 , inclusive 622 to 675, inclusive 676 to 701 , inclusive 702 to 771 , inclusive 772 to 835, inclusive 836 to 905, inclusive 906 to 924, inclusive 925 to 930, inclusive 931 to 935, inclusive October 2, 1971 October 9, 1971 October 16, 1971 October 30, 1971 November 6, 1971 November 13, 1971 November 20,1971. November 27, 1971 December 4, 1971 December 11 , 1971 December 18, 1971 December 25, 197l July 15, 1972 July 22, 1972 The final results of testa and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or mom inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slop than 5 feet inside the top of compacted filld ground slopes, thew should be deepened one foot below a 1 1/2 horizontal to 1 vertical line prolactad outward and downward from a paint 5 kt horizontally inside the top of compacted fllld ground slopes. Tarts indicate that the compacted filled ground is adequate to satisfactorily support the pmposed woad frame dwellings without detrimental settlements. Expmsive clay, s11ty clay, and sandy clay mils were placed in the upper three feet in certain compacted fill area and also exist in the upper three feet below finished grade in certain cut area. The flnal classifications of the soil conditions existing on each lot ore presented os follows: Tp A - Critically Expansive Soils Lots Lob 413 to 430, inclusive 432 to 435, inclusive 437 to 441 , inclusive 446 to 450, inclusive 452 to 454, inclusive 459 to 466, inclusive 470 to 487, inclusive 489 to 510, inclusive 512 to 527, inclusive 531 to 534, inclualva 536 to 540, inclusive 543 to 552, inclusive 554,556,557, 558 563,564, no, n4 575,576 578 to 581 , inclusive 584 EENTON ENGINEERING. INC. Project No. 71-7-17D -3- October 19, 1972 La Costa Land Company Type B - Marginally Expansive Sails Lots Lots 431 and 436 528, 529, 530, 535 442 to 445, inclusive 542, 555, 560, 565 451 , 455 to 458, inclusive 566, 568, 569, 571 467 to 469, inclusive 572 and 573 488, 511 Type C - Nonexpansive Soils Lots 541 , 553, 559, 561, 562 567, 577,582, and 583 It is recommended that the following special design and precautions be taken for the how ta be constructed on the above lots in order to minimize the possible damaging effects due to differential movements of the potentially expansive soils: Type A Lots 1. 2. 0 4. 5. Avoid the use of isolated interior piers, Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of two feet below the lowest adjacent exterior final ground surface. 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 15 bar placed 1 1/2 inches below the top of the stems of the footings. Exercise every effort tu assure that the moisture content of the soils in the upper 18 inches below Rnihed gmde is 1 percent to 3 percent greater , than optimum at the time of placing fwndations and slab. Raised wooden floors that span between continuous footings om best, or use concrete slabs with at least 6x6 -10/10 welded wire reinforcement ond o minimum of 4 inches of crushed rock 3/4 to 1 inch in size beneath all concrete slabs. A"moirtum barrier should be provided over the crushed rock and this should be covered with 2 inches of sand below concrete slabs. Separate garage slab from perimeter footings by a 1/2 Inch thickness of construction felt or equivalent, to allow independent movement of gamge slabs relative to perimeter footlw. Psrure complete separation by extending the felt over the full depth of the front thickened edge of th. garage slab. Also, cut off the garage door stops at least 1/2 inch above th. slab. BENTON ENGINEERING, INC. Proiect No. 71-7-17D La Costa Land Company -4- October 19, 1972 6. Provide poaitivs drainage away from all perimeter footings with a vertical fall of at le& 6 inches in a horizontal distance of 5 to 6 feet outside the house walls. Type B Lob Those lob listed as Type B lots &&Id follow all the above-listed recommendations with the following exceptions: 1. The continuom btingl may be placed at a minimum depth of 18 inches below the lowest odlacent exterior final grwnd surface rather than the two feet recommended for Type A lots. 2. Single 64 bar placed as dimcted (above) near tops and bottoms of all interior and exterior btins may be substituted for the #5 bars racommended For Tp A lob. Recommendations 3 to 6, inclusive, as listed for the Type A lots, are also applicable to the Type B lots. Only nonexpansive soil conditions wem observed In the upper three feet on the Type C lots and therefore specially designed footings and slab will not be required on them lob. Respectfully submitted, BENTON ENGINEERING, INC. R. C. Remer Reviewed by Civil Engineer Dirtr: (4) Addmaw (1) Rancho La Costa, Inc. (1) Rick Engineering Company (2) Son Diego County Building Inspection, Vista Office (2) Department of County Engineer Attention: Mr. Burton L. Kmmer (1) Attention: Mr. H. M. Taylor (1) Attention: Mr. Jae Sovella Department of Building Inspection (2) City of Carlsbad BENTON ENGINEERING. INC. KR/PHB/ew BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS SAN OIEGO. CALIFORNIA 92116 6741 EL CAJON BOULEVARD PHILIP HENKING BENTON ,RESIDENT. ClWL EMTINEE” December 18, 1972 La Costa Land Company Costa Del Mar Road Rancho La Costa, Callfornia 92008 Attentlon: Mr. GiI Overman Sublect: Project Nos. 70-10-28D and 71-7-17D Recommended Alternative Deslgn of Concrete Slab Design for Critically Expansive Soils La Costa Meadows Units No. 1 and No. 3 Carlsbad, Callfornla Gentlemen: Pursant to your request, a study was made of an alternatfve for the hlgn of concrete slab built on the critically expansive soils encountered at the finished grades of some lots within the sublect areas. On pace 4 of our report dated October 12, 1971 (Project No. 70-10-ZED) and Page 3 of out report dated October 19, 1972 (Proiect No. 71-7-17D), we recommended that the moisture contents of the solls under the foundations and slabs should be kept 1 percent to 3 percent unlformly greohr than optimum throughout the top 3 feet and 1.5 feet, respectively, below finished grade at the time of placing faundatiom and slabs. It is our understandiw, this pre- soaking approach Is dlfflcult to accomplish. lt~& our oplnlon, that #4 bars placed 24 inches canter to center In two directions of concrete slabs may be used to replace the wire mesh and pre-soaking requirement dascrlkd above. A four inch thickness of crushed rock 3/4 to 1 inch size should be used beneath all concrete slabs. All other previous recommendatlorn contuinsd in the sublect reports to mlnimlze the effect of J, ~ expmive soils mmain unchanged. Respectfully submltted, BENTON ENGINEERING, INC. nton, Clvll Engineer S. H. Shu, Clvil Englneer Dish: (2) Addressee -1 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name: Terry L. Piatt Receipt No .a Mailing Address: 122 Fashion Valley San Diego, California 92108 Phone No. Job Address: La Costa Meadows # 3 Lot 450 SERVICE REQUESTED: COST CONNECTION CHARGE for -1y (type of building) $ 300.00 If a multiple unit building, indicate no. of living units SERVICE LATERAL If service lateral previously-installed - No Fee If service lateral required: SURCHARGE FEE: 1oo.oa Check size lateral required: (4")- (6")- Other Saddle connection required: Yes- No" TOTAL CHARGES $ 400.00 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 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 applicant'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 iateral 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 aoproved bv the District before the sewer system may be used by the applicant. The applicant, or his authorized rep- resentative, must notify the District at the time inspection is desired. Any connection made to the service lateral or collection line without prior approval and inspection by the District will be considered invalid and will not be acknowledged. After connection is complete, the property described above is subject to a monthly sewer serv- ice charge. The rate wiil be governed by the use of the property - residential, commercial, or multiple dwelling. Non-payment of the sewer service charge is subject to a 5% penalty per month, plus disconnection if necessary. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated: . i r "' * I ,