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HomeMy WebLinkAbout2422 BADAJOZ PL; A; 74-797; PermitCity of CARLSBAQ, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 729-1181 Permit No. ASSESSOR ' S PARCEL NUMBER -. JOB 4DDR ESS iri **A 3 - e i ' -4 : i -7 -"r 5 L.-'C"<. : * L I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. A (OSEE 4TT4CHED SHEET1 21 P PnONE LOT NO. M4IL ADDRESS ENGINEERING DEPT. WATER DEPT. . . t2 LICENSE NO. STATE -mITY CON TR4C TOR MAIL ADDRESS PHONE 8 Class of work: dNEu 0 ADDITION 0 ALTERATION 0 REPAIR 0 MOVE 0 REMOVE Change of use to NOTICE I Soecial Aoorovals I TION AUTHORIZED IS NOT COMMENCED WITHIN120DAYS. OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- . .-. .-- - SIGN4TUIIE OF OWNER (IF OWNER IUILDER) (O4TE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT I ? - ~ - PLAN CHECK VALIDATION C K. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR DATE FOUNDATIONS: SET BACK TRENCH RE INFO RCING FOUNDATION WALL 81 WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY US€ SPACE BELOW FOR 7/22 - 7 / REMARKS INSPECTOR --?- I INSPECTlON REPORTS DATE 1 ITE 111 I REMAUKS I USE SPACE BELOW FOR NOTES, FOLLOW-UP, EX. MECHA AL PERMIT APP ION r , c.. j ,!S*JP**.P City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 . Permit No. JOB ADDR LSS 1 e’ c TRAC‘i - ir -- L& Nc LEGAL (OSEE ATTACHED SHLETI 1 OEICR. OWNER MAIL ADDRESS LIP PHONE LNGINLER MAIL AODRLSS PHONE LICENSE NO. 5 i LCNDLR MAIL ADDRESS BRANCH I USE OF lUlLOlNC r I Class of work: MEW 0 ADDITION 0 ALTERATION REPAIR I -- Fee Typeof Fuel: Oil 0 Nat.GasP LPG. PERMIT EES PECIAL CONDITIONS: No. Type of Equipment 3 Air Cond. Units-H.P. Ea. - Refrigeration Units4i.P. Ea. Boilers-H.P. Ea. THIS PERMIT BECOMES NU IF WORK OR CONSTRUC- TlON AUTHORIZED IS NOT CONSTRUCTION OR WORK I MENCED. I HEREBV CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS 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 ANV OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. WITHIN 60 DAYS, OR IF OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- 1 I I PERMIT (DATE1 TOTAL FEE SICNATURC OF OWNER (IC OWNER BUILDER1 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERM IT VA LI DATl ON CK. M.O. CASH INSPECTOR -7C!$/d ,>--- City of CARLSBAD, CALIFORNIA 92008 Permit No. Applicant to complete numbered spaces only. Phone 729-1181 JOB ADOII ESS NEW CONSTRUCTION, FOR EACH FUSE OR BREAKER AMPERES OF MAIN SERVICE, SWITCH, t c $ i t i ".- /: tf /yfH A,- I Clsu of work: ,aNEW ADDITION ALTERATION 0 REPAIR I NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE "I. YI.L"I\L,, ECI ALCONDITIONS: I f 4 I ~ IPPLICATION ACCEPTED BYyl PLANS CHECKED BY I APPROVED FOR ISSUANCE B'I MINIMUM PERMIT FEE -c NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A MENCED. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- r& -52 -* I PERMIT FEES No. I Each I Fee I I I 1 I I I ISSUANCE OF EACH PERMIT ( , .c -L f 4 NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. ll TEMP. SERVICE OVER 200 AMP. PER 100 INSPECTOR ECANNING DEPARTMENT LOTSIZE. , UNIfs PROVIDED 2 ALLOWED PRKG. SPACES PROVIDED I OT WIDTH '78 'J~G~NE ,R- 2 +R?&. % OF COVERAGE ALLOWED BLDG. HEIGHT LLOWEO INTRUSIONS LANDSCAPE PLAN INDUSTAIAL WASTE GRADING PERMI ~CTION EQUIPMENT, , . , . , L COMMENTS .. . .. .. . 6.: .. NEW CONSTRUCTION VALUATION WORK SHEET Owner Plan Check NO. Plan check ,Q)R - -. -s--i .- - - -- --7 fract building permit to be one-half of building permit fee. Move Buildings: Full valuation fee based on final use. **Types and groups. of construction are for guideline purposes only. ~ ~ ~- ~ LWCADIA C OUNTYWATER -DISTR€CT h APPLICATION FOR SEWER SERVICE Check size lateral required: (4 'I) - (6 If)- Other +- Amount Rec'd $- How Paid Owner's Name: Mailing Address : Burton Lewin and Harry Gelt Saddle connection required: Yes- No- Job Address: Badaioz Place SERVICE REQUESTED: (D. Hobson Builder) Lot No. 156, La Costa South Unit No. 1 Date Paid 4-10-74 Rec'd by: J. Geiselhart CONNECTION CHARGE for Duplex - (type of building) If a multiple unit building, indicate no. of living units 2 SERVICE LATERAL INSTALLED BY LA COSTA If service lateral previously installed - No Fee Receipt No .3hL Phone No. COST $ 600.00 TOTAL CHARGES I I 1 $ 750.00 The application must be signed by the owner (or his Kuthorized 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 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; d it mus t be inspected and amroved bv the D istrict 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-mte will be governed by the use of the-propmy - 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: Date ~~ Application for Grading Permit PUBLIC WORKS 8 BUILDING DEPARTMENT CITY OF CARLSBAD 1200 Elm Avenue 729-1 181 Site Address - Legal Description Map No. f'€RMIT NO. ~ ~~ (letter code + numb€ L= lot S=subdivision C=Ci ty contract Surety Bond Bond No. Surety Company Subdivision Name F wner Phone Surety Address Date Fi led Rec d by I prier s Address Cash deposit Rec d by Date f i led t grad i ng A PART OF THIS PERMIT =arty responsible for overall supervision Proposed use of grade site 5:OO PM, Monday-Friday. Vumber of cubic yards Eng i neer. 1. Authorized hours of operation: 7:OO AM to 2. Haul routes are to be apprived by City lans by Civil Engineer- R.C.E. 1 3. Adequate provisions shal I be made for 4. All slopes shall be planted per direction I 1 1 erosion and siltation control. of Parks 8 Recreation Director. cut Fill I mport Waste Tota I ddress Phone Proposed Schedule of Start Finish Operations (dates) 1 4 The fol lowing documents are requi red and shal become a part of the grading permit when they are approved. LGrad i ng p I ans Soi I report Drainage structures - - Retaining walls Compaction report - Other - Specifications Vicinity map - 1 [I hereby acknowledge that I have read the appl ica- ,tion and state that the information I have providec is correct and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and conditions of any permit issued pursuant to this application. I ddress Check if supervised 1 SPECIAL CONDITIONS WHICH ARE MADE INSPECTOR'S DATE S 1 GNATURE INSPECTION Ground preparation . Rough grading Compaction report rec'd. I I ompacted fills (yes or no) 1 Signature of Permittee Planting 8 chinage- Owner or authorized agent Work completed Surety bond released Grad i ng permit fee $ Permit Validation " Date , 1 by Permit Expiration Date THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6717 CONVOY COURT SAN DIEGO. CALIFORNIA 92111 PHILIP HENKING BENTON PRCSIDCNT - CIVIL CNGINCLR Denbar Construction Company P. 0. Box984 Carlsbal, California 92008 Atten tion: Mr. Dennls Hobson May 7, 1974 Subject: Project No. 74-2-16D Amended Recommendations for Minimum Footing Depth in Expansive Soils Lot 156 La Costa South Unit No. 1 Bada joz PI ace Carltbd, California 'rEL.EPHONE (714) 56s-1955 Gen tlemen: This is to confirm our telephone convenation with Mr. Ray Green of the City of Carlsbad on May 7, 1974. It is our opinion that footings placed at a minimum depth of 18 inches below the lowest adiacent exterior final ground surface will be adequate for the marginally ex- pansive soil conditions existing on the site. All other recommendations presented on poga 2 of our report dated May 6, 1974 should becomplied with during the construction of the proposed structure. Rerpec tfu I1 y tub i tted, BENTON ENGINEERING, INC, By #p& R. C . Remer RECEIVED Reviewed by RCR/PHB/pk Dtth: (3) Addressee (1) City of Carltbd Bui Id ing Depatment I PHILIP HENKING BENTON CRCSIDLNT - CIVIL ENGINEER Denbar Construction Company ' P. 0. Box904 Grlsbad, California 92008 BENTON ENGINEERING, INC. APPLIEO SOIL MECHANICS - -' FOLJNCsATIONS 6717 CONVOY COURT SAN DIEGO. CALIFORNIA 921 11 May 6, 1974 Attention: Mr. Dennis Hobson Sub i ect: Proiect No. 74-2-16D Revised Recommendations for Expansive Soil Conditions Lot 156 La Costa South Unit No. 1 Badajoz Place Carlsbad, Cal ifomia MAY 7 1974 OF CARLSBAD Bullding Department Gentlemen: This is to present revised recommendations for construction on the expansive soils existing in the upper three feet of compacted filled ground placed on the subject site. The upper soils on the cut portion of the site have been determined to be nonexpansive. Subsequent to our "Final Report on Compacted Filled Ground'' dated May 1 , 1974, we were authorized to perform expansion tests on the two types of soil placed in the upper three feet below finished grade in the compacted filled ground area. The tests were performed on samples molded to 90 percent of maximum dry density and the resul ts of these tests are presented as fol I ows: Soil Description Light brown fine sandy clay Brown silty clay Percent Expans ion Under Unit Load of 500 Pounds per Square Foot from Air Dry to Saturation . 2 .# 4.95 Based on the results of these testsf is c-clded that the soils exhibited less volumetric chase with change in moisture content than thae in the "critically expansive" category. Therefore we are presenting revised recommendations for the design of footings and floor slabs placed on the compacted filled ground area at the subject site. These are on the following page. -~ hlSd NO. 74-2-16-0 * Denbar Construction Company 1 1. 2. 3. 4. 5. Avoid the use of iso ated interior pien. Le continuous interconnected reinforced footings throughout, and place these at a mlnimum depth of of the footings. Reinforce all concrete slabs with at least 6 x 6 - 10/10 welded wire fabric. A moisture barrier should be placed over the subgrade soils and a 4 inch thickness of clean sand should be placed over the moisture barrier and below the bottom of the slab. Separate garage slabs from perimeter footings by a 1/2 lnch thickness of con- struction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete 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. Provide positive drainage away from all perimeter footings with a vertical fall of at least 5 inches in a horizontal distance of 5 feet outside the perimeter walls of the building. Respect fu I I y submitted, BENTON ENGINEERING, INC. Philip H. Ber#on, Civil Engineer Distr: (4) Addressee RCR/PHB/ew BENTON ENGINEERING, INC. PHILIP HENKING BENTON CRCSIDCNT - CIVIL LNGINCCR BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS - FOUNDATIONS 6717 CONVOY COURT SAN DIEGO. CALIFORNIA S211l May 1, 1974 Denbar Construction Company P.O. Box 984 Carlsbad, California 92008 Subject: Rolect No. 74-2-16D - f$&al Report on Compacted Filled Ground Lot 156 La Costa South Unit No. 1 Carlsbad, California Q TELEPHONE (714) 56s-IDS5 Gentlemen: This is to report the results of tests and observattonr made in order to inspect the compaction of fllled ground placed on a portion of Lot 156, La Costa South Unit No. 1, Carlsbad, California. The fill was placed during the period between March 28 and April 3, 1974. The opproxlmate area and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location of Compacted Filled Ground." The grading plan used for the placement of filled ground wos prepared by Rick Engineering Company and dated March 19, 1974. Ths approximate locutfont at which the tests were tdten ore shown on Drawing No. 1 and the final test results are presented on page 3, under the "Table of Test Results." The laboratory determinations of the maximum dry densities and optimum moisture contents of the mafor fill materials are presented on pcge 3, under the "Laboratory Test Results." Some of the maximum dry dansitier shown in the "Table of Test Results" were combinations of these. The tests were talcen on the dates indicated below: Test Number Date March 28, 1974 March 29, 1974 April 1, 1974 April 2, 1974 April 3, 1974 __ 1 and2 3, 4, and 5 6, 7, and 8 9, 10, and 11 12, 13, and 14 _- The final results of tests and okrvatlons indicate hat the compacted fllled ground has been placed at 90 percent of the mcufmum dry denity or graater. It ha been determimd that the fill materials, campacted to 90 percent of ths meximum dry density, have a safe baring value of 1510 pounds per square foot for om foot wide continoom btings founded at a mfnimum depth and placed five feet or mure imide the top of compactud fllled ground slopes. If footings are placed closer to the expcwsd slopes than 5 feet fnsfde the top of cosnpochd filled ground slopes, these should be deepened one foot bel ow a 1 1/2 horizontal to 1 vertical linu projected outward and downwatd from a &Ant 5 feet horizontally lnslde the top of compacted filled ground slopes. Critically expansive soils were placed in the upper three feet below finished grade. Therefore, in order to minimize possible damoging effects due to differential movements of these potentially sxpanstve soils, the following special design and precautions are recommended. 1. Avoid the use of isolated interior piers. Use continuous interconnected reinforced footings throughout, and place thew at a minimum depth of 24 inches below the lowest adjocent exterlor final ground surface. 2. Reinfwce and interconnect continuously with steel bar all interior d exterior footings with one 15 bcr at 3 inches above the bottom of the footings ad one #5 bar placed 1 1/2 inches below the top of the srems of the footings. 3. Raised wooden floors that span between continuow footings are best, or use concrete SI& reinforced with at least 6 x 6 - 1v10 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 wnier. Two inohes of cisan sand should then be placed over the moistura brier and below the bottom of the slab. I 4. Separate garage slabs from perimeter footings by a 1/2 inch thiukness of construction felt or equivalent, to allow independent movrment of gaqe slabs relative to perimeter footings. hure complete separation by ex- tending the felt over the full depth of the front thickened edge of the garage SI&. Also, cut off the gar- door ttopr at least 1/2 Inch above the slab. 5. Provide pitive dralnage away from all perimeter footings with a vertical fall of at leart 5 inches in a horizontal distance of 5 feet outside the house walls. All buried exterior utility lines should bo City of Ccrlsbad qproved plartic lines due to the corrosiv~ ckucteristlcs of t)M sells, unless sufficient ffetbhsh-iiii taken to estchlish that noncorrosive mils exist in the utlllty trench creos. Respectfully rubmi tted, BENTON ENGINEERING, INC. BY d? E& R. C. Remer Dish: (3) Addressee (1) Rick Engineering Company, Carlsbad BENTON ENGINEERING, IN 71) City of Carlsbcrd, BuildlG Department Rbfecf No. 74m6D Denbar ConstructioncCompany Test No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Depth of Fill at Test in Feet 2.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 14.0 16.0 18.0 18.0 20.0 22.0 Field Moisture % dry wt 20.9 20.2 17.2 16.4 16.7 17.5 11.0 10.7 13.4 16.0 10.8 13.3 12.8 11.1 TABLE OF TEST RESULTS Maximum Dry Dry Density Danrlty Percent Ib/cu ft Ib/cu ft Compaction 100.2 102.1 106.1 107.6 105.1 104.1 110.8 105.3 108.6 109.9 108.6 108.9 110.2 112.1 113.6 113.6 116.9 116.9 116.9 113.6 120.5 120.5 120.5 116.9 124.2 120.5 120.5 124.2 LABORATORY TEST RESULTS 88.3 90.1 90.8 92.0 90.0 91.7 91.8 87.6 90.1 94.0 87.3 90.4 91.6 90.2 Rem rks Reworked Check on #l Reworked Check on #8 Reworked Check on #ll Finished Grade The maximum dry densities and optimum moisture contents of the major fill materials as deter- mined by the A.S.T.M. D 15VdbT method, that uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented cas follows: Soil Description Light orange brown silty clay Light brown fine sandy clay Brown silty clay Max' mum Optimum Mois- Dry Density ture Content Ib/w ft % dry wt 110.3 15.8 116.9 13.5 124.2 10.3 BENTON ENGINEERING. INC.