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Home My WebLink About2611 ACUNA CT; ; 80-587; Permit. INSPECTION VALIDATED I REQUEST FOR I SPECTION INSPECTOR fiQfi PERMIT NO.~~~Z&&Z& OWNER u& ADDRESS 3-44 ALdc,& d 0 TEMPORARY SERVICE n MASONRY 0 ELECTRIC UNDERGROUND 0 GROUT - GUNITE 0 ROUGH ELECTRIC 0 FLOOR AND CEILING FRAME 0 POOL BONDING n SHEATHING 0 FRAME 0 EXTERIOR LAT 0 INSULATION J I PLUMBING 1 MISCELLANEOUS 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PLlCO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS -I - - READY FOR INSPECTION: 0 MONDAY 0 TUESDAY 0 WEDNESDAY 0 THURSDAY FRIDAY 0 A.M. c 0 P.M. - SPECIAL INSTRUCTIONS . \ \Q&&?b +- \" REOUESTED BY o\o PHONE NO. "- PERSON TAKING REPORT d ~~ - ~~ ___ * 0 REFER PING REQUEST FO INSPECTION '' L PERMIT NO. TIME: INSPECTCJR OWNER - ADDRESS "-c ~~UILOING 13 1 1 ELECTRICAL KI FOUND- 0 REINFORCING STEEL 0 TEMPORARY SERVICE 0 MASONRY 0 ELECTRIC UNDERGROUND 0 GROUT. GUNITE 0 ROUGH ELECTRIC 0 FLOOR AND CEILING FRAME 0 POOL BONDING KI SHEATHING 0 ELECTRIC SERVICE 0 FRAME 0 CEILING HEAT 0 EXTERIOR LATH 0 G.F.I. 0 INSULATION 0 SMOKE DETECTOR 0 FINAL MISCELLANEOUS 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING KI SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL 7- l-7 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL I READY FOR INSPECTION: o MONDAY n TUESDAY RSDAY 0 FRIDAY SPECIAL INSTRUCTIONS UNDERGROUNDGATER ,, . "0 ROUGHT PLUMBING '' 0 SEWERANDPL/CO 0 TUB OR SHOWER PAN- 0 GASTEST ' ' 0 WATER HEATER 0 TEMPORARY SERVICE 0 ELECTRICSERVICE 0 UPPER GROUND 0 SMOKE DETECTOR MISCELLANEOUS, o PLENUM AN0 DUCTS 0 COMBUSTION AIR ~ 0 GRAOING ! 0 POOL 0 PATIO 0 SIGN &=-.@ I '. . ! ESGIL CORPORATION 0320 CHERAPEAKE DR., SXTITE 122 RAN DIEGO. CA 02128 (714) 680-146A CARLSBAD. CALIFORNIA 92008 1200 ELM AVENUE (7141 7291181 TELEPHONE: Citp of &arI$fiab RESIDENTIAL VALUATION CHART Living Area 4.7Ya. X Garage Area 874 X Covered Porch X Covered Patio X Balconies 17 4 X Each Bathroom over 3 X Zach Fireplace over 2 X Retaining Walls X Air Conditioning X @ $ 38.00 =$ IQq13 b 9-00 qg db 4.00 4.00 6.50 1) 3 I 1,800.00 1,400.0.0 7.50 2.2s - .. Total Valuation Plan Check Fee (50% of bldg. permit fee Condominiums 65%) .. 1 ./ ' .. .. :' .* \ " I. c . INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT DAR:- BlILDING ADDRESS: JM23 1980 c i LOT WIDTH UNITS PROVIDED \ PROVIDED % COVERAGE ALLOWED PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: ALLOWED 'ad PROVIDED zr ' INTRUSIONS - SIDE SETBACK: REAR SETBACK: * .%35€5 - "A 77fd ENGINEERING DEPARTMENT /dfl (~rc 6.p3 9-r @ma R.O.W. %DB\'Jc IMPROVEMENTS d (;Dm&* SEWER CONNECTION DRIVEWA% LOCATIONS n.+d GRADING PERMIT SEMENTS &S C(rtrwd DRAINAGE 6K, LEGAL DESCRIPTI ADDITIONAL COMMEN FIRE ALARNS EXITS .. FIRE HYDRANTS LOCATION .ADDITIONAL COMMENTS ~~~ ~ ~ OK TO ISSUE: DATE OK TO FINAL DATE - WATER DEPARTMENT KEQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE ., John 6. Fax - P.E. Stephen D Ddlemuth . P.E SAN DIEGUITO ENGINEERING, INC. AVENIDA DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE, CA 92067 756-1861 756-3064 CIVIL ENGINEERING SURVEYING SOIL TESTING SDE 1968 October 6, 1980 Dave Murphy 3020 Azahar Court Carlsbad, CA 92008 SUBJECT: Report of Compaction Tests, Proposed Residential Site, on Acuna Court, La Costa, California. Gentlemen: In accordance with your request, we have performed compaction tests on the compacted fills placed on the subject site located on Lot 90 of Carlsbad Tract No. 754, La Costa Estates North, Map No. 8302. The tests were performed from September 8 to October 2, 1980, during the grading operation. The results of the tests and our findings are presented in this report. Site grading consisted of both cut and fill operations required to construct a flat pad area for the proposed residential structure. The configuration of the graded site is shown on the attached Plate No. 1. Prior to the placement of any fill, the areas to receive fill were cleared of vegetation and debris. Loose surficial soils were' scarified a minimum depth of six inches, moistened and recompacted. The fill materials, consisting of red-brown slightly san<.y silty clay and gravel native to the site and yellow brown silty sand, light brown silty clayey sand and brown silty fine to medium grained sand, which were imported to the site, were moistened, placed in six to eight inch lifts and compacted to a minimum of 90% of the maximum dry density as evidenced by the field in-place density tests performed at the locations indicated on the attached Plate No. 1. SDE i968 October 6, 1980 Page Two Compaction was achieved with hea'iy construction equipment. Field density tests were performed according to A.S.T.M. Test Method D-1556-64. Moisture content determinations were made for each of the density tests. The results of the tests are presented on the attached Plate No. 2. weQE maximum dry density determination3- made on representative soils used in the compacted fill. The tesurres performed according to A.S.T.M. Test Method D-1557-70. The results of the test are presented on Plate No. 2. NlM~ The expansion potential of the clay was evaluated by allowing an "undisturbed" air-dried sample of the clay to swell against a vertical load of 150 psf when brought into contact with water. The sample expan- sion from the air dry to saturated conditions indicates the surficial soils are highly expansive. RECOMMENDATIONS The following provisions are recommended for the design of foundations for the proposed structure in order to reduce the probability of structural damage due to expansive soil conditions. Footings All footings forthe proposed structure should be founded a minimum depth of 24 inches below lowest adjazent finish grade Footing widths should be 12 and 15 inches wiJe for single and two story structures, respectively. Both exterior and interior continuous footings for the structure should be reinforced with 2 No. 4 bars positioned 3 inches clear above the bottom of the footings and 2 No. 4 bars positioned 1* inches clear below finish floor. .. .. . ' 'SDE!;1968 October 6, 1980 Page Three Slabs Interior slabs should be a minimum of 6 inches in thickness, underlain by a 4 inch blanket of free-draining sand sandwiching an impermeable (plastic) membrane and completely surrounded by a continuous footing. The slabs should be reinforced with 6" x 6" - 6/6 welded wire mesh positioned at the center of the slab cross-section. Exterior slabs should be a minimum of 4 inches in thickness, Walks or slabs 5 feet or less in width need not be reinforced. Those exceeding 5 feet in width should be reinforced with 6" x 6" - 6/6 welded wire mesh positioned at the center of the slab cross-section. Weakened plane joints should be pro- vided for all exterior slabs as recommended in the figure below. T't Moisture Control ETA1 L Clayey soils should not be allowed to dry before placement of concrete thereon. They should be sprinkled if necessary to insure that the soils are kept in a moist to wet condition (3% minimum above the optimum moisture content). .. .. ' ' SDE 1968 October 6, 1980 Page Four Provisions for draining water away from the proposed foundations and concrete flatwork should be included in the development of the site. Drainage gradients should be at least 2 percent. Prior to the placement of concrete, the site should be inspected by a representative of this office to establish that the recommendations presented above have been followed. If there are any questions regarding this report, please do not hesitate to contact this office. This opportuntiy to be of service is sincerely appreciated. N W m m 0 m omr- rlwm mmm ... mcr ww .. mm cr cr m r- t- mwr- .*. N m m WNm mwm ... mmm m W m m N m rl m mwo wwm cr N rl m r-cr .. N rq drl 0 mm .. wm dr( W m d crmm ... ~wm rlrl W rl rl crm ~m .. rl rl cr rl m rl rl rl N m m cr m m ww mm mm W m W 0 cr m N cr m r- m m wa) crw mm 0 m m A m m mo mm mm N W m cr W m QJCZC””””””” 1: ””””””_ LL! 0 OOOOO~ 0 0000000000 wwwmwwwwww 1111111111 mmwwoddrlrlrl 1111100000 &I YYYYYA gz mmmmmm mmmmmrlrlrlrlrl wmmmcnrl rlr(N,Nrnl I I I I n IIIIII / VICINITY MAP NO %*LE 1 SDE 1968 / I , *- .. -. John B Fox - P.E. Sleohen D Dlllernuth - P E SAN DIEGUITO ENGINEERING, INC. AVENIDA DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE. CA 92067 756-1861 756-3064 CIVIL ENGINEERING SURVEYING SOIL TESTING SDE 1968 October 7, 1980 Dave Murphy Carlsbad, CA 92008 3020 Azahar Court SUBJECT: Addendum to Report of Compaction Testing, Dated October 6, 1380, for Proposed Residential Site, Located at Acuna Court, La Costa. California Mr. Murphy, Submitted herewith is an addendum to the subject report of compaction testing. Foundation Setback All foundations for structures shall be se.tback, minimum 5 feet from the top edge of the slope. If building layouts necessitate placement of foundations within the prescribed minimum setback, it is recommen- ded that the foundations be deepened such that tbe bottom edge of the foundations is setback minimum 5 feet from the face of the slope. All other recommendations contained in the report. of soil investigation performed by this office, dated October 6, 1980, are valid and shall be incorporated into the construction of the project. If there are any questions regarding this report, please do not hesitate to contact our office. %-/& Respectfully submitted, /J$es A. Laret, RCE 29375 John 8. Fox - P.E. ' Stephen D. Dillernulh . P.E. James A. Laret - P.E. SAN DIEGUITO ENGINEERkNG, INC. P.O. BOX 2004 RANCHO SANTA FE. CA 92067 AVENIDA DE ACACIAS , 756-3064 . CIVIL ENGINEERING SURVEYING SOIL TESTING SDE .1968 June 9, 1981 x Citv of Carlsbad Engineering Department Carlsbad, CA 92008 1200 Elm Avenue SUBJECT: Soil Investigation dated 18 June 1980, Compaction Test Report dated 6 October 1980, and addendum to Compaction Report dated 7 October 1980 for Lot 90, Acuna Court, La Costa, Carlsbad, California. Attn: Jim Cento Please be advised that this office performed'engineering services for a Mr. Dave Murphy on the above lot. These services involved a Preliminary Soi1.s Investigation, Report of Compaction Testing with Addendum, revisions to the Grading Plan, and construction staking. This office did not receive full payments for the above services. As a result, no further work was accomplished after providing a Compaction Report. Since certain recommendations were made in regard to footing re- commendations, slab reinforcement, equivalent fluid pressures, etc., with the requirement for inspections by a'soil engineer, the validity "of these recommendations cannot be assume-d to have been accomplished -..- by this office. This office cannot accept any responsibility for any work or construction with respect to the above referenced reports beyond 10-1-80, which was the last date this office had a represent- ative on the subject site. In addition, this office was not re- quested to provide an "as built" grading plan to reflect the substantial .. c e SDE 1968 June 9, 1981. Page Two changes made on .the subject site, nor &an be expected to provide one under the above circumstances. It is recyested that this letter be filed alonq with the referenced reports in order to provide notice of the,limited services provided . by this office should problems occur with respect to construction performed in accordance with recommendations made in our reports. - If you have any questions regarding the above, please do not hesitate to contact this office. Sincerely, SAN DIEGUITO ENGINEERING, INC. , @W OHN B. FOX, RCE 26525 .. 8-9-79 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE .. . wner's Name David R. Murphy Phone No. 434-1081 Mail~ing Address 3020 bahar ~Ct Carlsbad, Calif 92008 " Service Address: .. SEWER PERMIT ISSUED UPON RECEIPT OF BUILDING PERMIT. BUILDING PERMIT MUST BE APPLIED FOR BY ma&; Type of Building s-f- No. Units 1 Connection Fee $ 600.00 Lateral Size: 4" - 6" - 8'' - Saddle - Easement Connection - pre-pd ( 200.00) Extra Footage: -8 $ ~ Extra Depth : @$ -!&xu20 Amount Rec'd $-.ai? Ck. Flo/Cash Rec'd By Lateral Fee Prorated Sewer Service Fee Total $ 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. District. The service lateral is that part of the sewer system that extends from If a service lateral is required, it will be installed by the Leucadia County Water 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 stwe: (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 with the District's specifications, rules and regulations; and IT MUST BE INSPECTED made by the applicant at his expense. The connection must be made in conformity AP!D APPECS'ED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE 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 comnences 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. . TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDEREF The undersigned hereby agreesthat the above information given is correct and agrees to the conditions as stated. I to4o-q Owner' Sig-dtuq Date w Account No. CITY OF CARLSBAD ENGINEERING DEPARTMENT 729-1181 EXT. 34 NO. 0385.j PERMIT FOR WORK ON CITY RI STARTING DATE I I I hereby acknowledge that I have read this appllcation and state that the Information given is Correct. LaWI and With the regulrementr Of this permit. I agree to comply with all apPllcable City Ordinances and State PERMITTEE ADDRESS AUTHORIZED AGENT PERMITTEE CALL CITY ENGINEERING DEPARTMENT FOR INSPECTIONS CHECKED BELOW: 24 Hours Notice Required. ~~ ~~ ~ DATE INSPECTOR c] EXCAVATION HR MS 0 BACKFILL c] PAVEMENT c] PRIOR TO BACKFILL =OR TO CURB CUT SPECIAL CONDITIONS (AI ALL WORK MUST CONFORM TO REOUIREMENTSOF CITY OF CARLSBAD STANDARDS, PLANS AND (01 INTERFERENCE WITH TRAFFIC MUST BE KEPT TO A A.P.W.A. SPECIFICATIONS. IC1 PERMIT EXPIRES SIX 161 MONTHS FROM DATE OF MINIMUM. IDI OTHER ISSUANCE UNLESS EXTENDED BY CITY ENGINEER. PERMIT FEE 5 APPROVAL FOR RELEASE SIGNATURE INSPECTOR’S DATE 1 ~ PINK-PERMITTEE MANILA CARD MUST BE POSTED ON JOB CITY OF CARLSBAD BUILDING DEPARTMENT (714) 729-1181 CERTIFICATION employ any person in any manner so as to become subject to the workers' compensation I certify that in the performance of the work for which this permit is issued I shall not laws of California. If, after making this certificate, I become subject to the workers' compensation pro- visions of the California Labor Code, I will forthwith comply with Section 3700 of the Labor Code. shall be deemed revoked. I understand that if I fail to comply with the workers' compensation laws, this permit I further certify that if I should contract or subcontract with any person, including any firm or company, to do all or part of the work for which this permit is issued, 1 shall assure compliance by that contractor or subcontractor with Section 3800 of the California Labor Code. ,../I /A .. r