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Home My WebLink About2631 ACUNA CT; ; 79-4114; PermitCity of CARLSBAD, CALIFORNIA 92008 ~ /, , , .1., A . .~ ~., 70 ,,,~ n - Ai Change of use to 1 Valuation of work: $ &S 6/9 PECIAL CONDITIONS: - SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUM& THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- ING. HEATING, VENTILATING OR AIR CONDITIONING. TlON AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK ISSUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM~ MENCED s-ZLx-7 3,GNAW"E 0- 0WNER ,,I OWNF" BYILDEII ,DATE, WHEN PROPERLY VALIDATED [IN PLAN CHECK VALIDATION CK. M.O. CASH PLUMBING PERMIT APPLICATION Permit No. w City of CARLSBAD, CALIFORNIA Applicant to omplete numbered spaces only. _. mIs PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS. OR IF CONSTRUCTION OR WORK ISSUSPENDED DR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. APPLICATION AN0 KNOW THE SAME TO BE TRUE AN0 CORRECT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINE0 THIS ALL PROVISIONS OF LAWS AN0 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. CK. M.O. CASU INSPECTOR ! t . MODEL .NO. 0 Ch8W of use from 1 Valuation of work: S 8PEClALCONDITIONS: PLAN CHECK FEE 0 PERMIT FEE 9 MlCRO FILM FEE . TYDe of conrt. G~OUD OCCUDanCY SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRU TlON AUTHORIZED IS NOT COMMENCED WITH'*' 'mnrve nr) I CONSTRIiCTlnN na wnay ~sa~c~c~ncnnr, A ._-_I. -.. -0ANDONED FOR A SOIL REPORT .,. IzVYI.I.YI1 .F DEPT. MENCED. .OTHER (sDocify, PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- ENGINEERING DEPT. r. . PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH :~coNs-,-R-"-ciloN~ Y I I I . .. .. TOTAL FEES $ '. :1 ,. INSPECTOR I .. .~ . .. ~ ELECTRICAL PERMIT APPL 'CATION II Classof work: VNEW 0 AOOlTlON OALTERATION 0 REPAIR 9 Oacrib~work: 3- PERMIT FEES SPECIAL CONDITIONS: No. Each FM SWIMMING POOL WIRING, NO INCREASE IN SERVICE I INSPECTOR t I I l I I TEMP. SERVICE OVER 2W NP. PER 1W MECHANICAL PERMIT APPLICAT City of CARLSBAD, CALIFORNIA 9200&" JiQ!%?,,,9 ,&# fl 3'1 Applicant to complete numbered spaces only. Phone 729-1181 Permit No. 77- '/o fY - L.*DI" 6 1 8 Clarr of work: WNEW 0 ADDITION 0 ALTERATION 0 REPAIR UIlL .DD"EI, .".YC* ".l 0. ."ILOIY' ,. 9 Describe work: 7w~o-L Type of Fuel: Oil THIS PERMIT BECOMES NU TlON AUTHORIZED IS NOT CONSTRUCTION OR WORK I PERIOD OF 120 DAYS A APPLICATION AN0 KNOW THE SAME TO BE TRUE AN0 CORRECT. I HEREBY CERTIFY THAT I HAVE REA0 AN0 EXAMINE0 THIS ALL PROVISIONS OF LAWS AN0 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVk AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. -3-,21--7q ISSUANCE FEE 8 on 0I"C" ,I. 01"s" .",LO .." ,0*11, PLAN CHECK VALIDATION WHEN PRDPERLV VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH \ . .. INSPECTOR INSPECTOR PERMIT NO. ADDRESS I 0 TEMPORARY SERVICE 0 MASONRY 0 ELECTRIC UNDERGROUND C GROUT. GUNITE 0 ROUGH ELECTRIC U FLOOR AND CEILING FRAME U POOL BONDING n SHEATHING 0 ELECTRIC SERVICE 0 CEILING HEAT U EXTERIOR LATH 0 INSULATION ATH OR DRYWALL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS EADY FOR-INSPECTION: &ONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY 0 A.M. SPECIAL INSTRUCTIONS m I PERSON TAKING REPORT- REQUEST. FOR INSPECTION TIME: INSPECTOR %A ' -.-rPERMlT NO. ,79-rpps- DATE: +, OWNER Td00- a- ADDRESS " a2$-3,/ 6G-L" e, I \ / BUILD IN^ / o ~UNDATION / 0 R~EL n GROUT. GUNITE n SHEATHING 0 MASONRY 0 FLOOR AND CEILING FRAME 0 FRAME 0 EXTERIOR LATH 0 INSULATION n INTERIOR LATH OR DRYWALL 6y .FINAL 1- PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER 0 FINAL I ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT U G.F.I. 0 SMOKE DETECTOR 0 FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING 0 FINAL I READY FOR INSPECTION: 0 MONDAY 0 0 FRIDAY I 0 A.M. '$P.M. SPECIAL INSTRUCTIONS " REQUESTED BY * bJ- PHONE NO. PERSON TAKING REPORT . ~ - INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT DATE : BUILDING ADDRESS: ab31 ct, l"of Zb. LL CiMta G+& 5.K-b . -1 PLANNING DEPARTMENT ! ZONE LOT SIZE LOT WIDTH UNITS ALLOWED \ UNITS PROVIDED \ PARKING SPACES REQUIRED ? z COVERAGE ALLOWED YPROVIDED PROVIDED "0 BUILDING HEIGHT ALLOWED P PROVIDED -==ik= FRONT SETBACK: t:Z::EZDT INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: SIDE SETBACK: REAR SETBACK: . / OK TO ISSUE: .I ' ENGINEERING DEPARTMENT LEGAL DESCRIPTION LT 75-9 C-Dr @A ADDITIONAL COMMENTS ~- ~.~ ~~~ 2 EPARTMENT SPFIZKLING SYSTEM FIRE ALARNS EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS OK TO ISSUE I3 DATE 2b OK TO FINAL DATE - WATER DEPARTMENT .. - ,. IEQUIREMENT ALPHA LABORATORIES, INC. SOIL&FOUNDATION ENGINEERING To: Jack Tollenaar 2702 Soccorro Lane Carl&a,j California PROJECT NO: vi622 DATE : 3-77-79 . ._ Gentlemen: This is to report the result observations and soil tests performed on & 9-27-79 - at na Court, La Costa, California .I".__ for the purpose of determining the Imisture content in tile expansive s-ils included on the subject site. Field explorations were made to retrieve soil samples in the center of the building pad. Test pits were dug to a depth of at least 3 feet belcw finish grade and moisture samples were obtained at intermediate livels. We found the field moisture to be 26.1 A maximum dry density deteninaticn was performed in accordance with ASTM Dl557 to ascertain the optimum moisture contect of the subJect soil. The maximum density was found to be 109.0 Lbs. Cu. Ft. at 17.5 % moisture. In conclusion WE find the field moisture exceeds the optimum by at least - 5 percent which meets the minimum requirements for presaturation of expansive soils. If you have any questions, please do not hesitate to contact this office. The opportunity to be of service is sincerely appreciated. Respectfii ly submitted, ALPHA LAYGqATOl$J ES, i NCb CHW: bi cc: (1) Submitted Alan t!. S, I / rgent 7895 Convoy Court . San Diego - California 92111 - 7141 292-0660 ALPHA LABORATORIES, INC. SOIL&FOUNDATION ENGINEERING PROJECT NO V 1622 September 13, 1979 Jack To1 lenaar 2702 Soccorro Lane Carlsbad. California 92008 SUBJECT: REPORT OF COMPACTED FILL FOR 2631 ACUNA COURT, LA ISTA, CALlFORNl A Dear Sir: of earthwork construction at the subject site. The work was perfoned during This is to report the results of soil tests, observations, and inspection the period between September 5, 1979 and September 11, 1979. of 90 percent. To briefly summarize our findings, we found fill to be compacted to a minimum we recommend that construction continue as scheduled. SCOPE -unction consisted of providing the soil engineering services to certify compliance with the current standard practices regarding site grading and earthwork and to determine the degree of compaction of fill placed on the subject site. The approximate location and depth of filled ground and extent of grading covered by this report is indicated on attached Plate No. 1 entitled, "Test Location Sketch". lhe grading was performed for the purpose of constructing a level building pad and consisted of cut-fill earthwork. SOIL CONDITIONS in general, the native soils encountered were silty clays. Soils used in the filis were imported and also generated from the on-site excavation. Laboratory tests were performed on typical and representative samples to determine maximum density, optimum moisture content and potential expansion. The results of these tests are presented in tabular form on the following Plate No. 2. The building site was found to be located in an area traversed by a transition from cut to fill. I 7895 Convoy Court - San Diego - California 92111 . 714/ 292-0660 -. 2 PROJECT NO. V 1622 Expansive soils were encountered during grading and exist at finish grade. Therefore, specially designed foundations, slabs and construction details Will be necessary ,to decrease the probability of structural damage. Fill and compacted soil was' placed, watered and mechanically densified in 12 inch lifts. Prior to placement of fill, the areas to receive fill were scarified, watered and compacted to 90 percent. To verify the degree of compaction, field density tests were performed in accordance with ASTM D2922 at the locations indicated on attached Plate No. 1. The results of these tests as well as their vertical locations are presented- in tabular form on the attached Plate No. 2. During grading, any fill found to have a relative compaction of less than 90 percent was reworked until the proper density had been ach i eved. GENERAL SUMMARY AND RECOMMENDATIONS The final results of our tests and observations indicated that the filled ground has been compacted to a minimum of 90 percent. The earthwork has been accomplished in accordance with the grading specifications and current standard practices . me following gene.ral conclusions may be drawn: 1. Corrpacted fi 1 I and natural ground have adequate strength to safely 2. The slopes are stable as constructed with relation to deep seated failure. 3. Continuous footings having a minimum of 12 inches and founded a minimum of 24 inches below lowest adjacent grade will have an allowable bearing value of 2000 pounds per square foot. consideration and/or design to prevent structural damage from excessive foundation and subgrade movement. The following recommendations wil reduce the probability of damage from the expansive conditions: of 24,inches below adjacent finish grade. Interior footings should be Exterior perimeter footings should be continuous and founded a minimum on grade or 24 inches below finish interior grade in the case of founded a minimum of24 inches be- floor in the case of slab All continuous footings should be continuously reinforced with one # four raised floor construction. bar positioned 3 inches above the bottom footings and one # .four bar positioned one inch below the top of foundation or below finish floor. The steel should be positioned to provide the maximum depth of reinforced concrete acting as a continuous beam. support the proposed loads. 4. The expansive characteristics of the soils will require special I ALPHA LABORATORIES, INC. SOIL & FOUNDATION ENGINEERING I PROJECT NO V 1622 Interior slabs on grade should be 4 inches in thickness and underlain with a 4 inch sand blanket, and reinforced with NO. 10 6x6 welded wire mesh. Crushed rock may be substituted for sand for the sand blanket- Sand, if used, should have a sand equivalent of 30 or better when tested in accordance with ASTM D2419. Slabs should be provided with joints that will allow wntrolled cracking at not over 15 feet on Center. They should be allowed to nave independently of the exterior Perimeter foundation. Slab reinforcing should be carried through joints and provide a tension tie with the perimeter footings. It it is impractical to of No. 3 bars 48 inches on center, extending 30 diameters into both the carry slab reinforcing into the perimeter foundation, ties consisting slab and foundation should be used. Exterior slabs should be 4 inches in thickness and underlain with a sand 'blanket 4 inches thick. Walks or slabs 4 feet or less in width need not be reinforced. Those exceeding 5 feet in width should be provided with weakened plane joints. Weakened plane joints should be constructed as detailed in Figure 2.62A. Slabs between 5 and 10 feet in width should be provided with longitudinal weakened plane joints at center line. Slabs exceeding 10 feet in width should be provided with a weakened plane joint 3 feet inside the exterior perimeter as indicated in Figure 2.62A. The clayey soils, especially below concrete flatwork should not be allowed should be sprinkled if necessary to insure they are kept in a very to'dry before placing concrete. All soils, including foundation excavations, moist condition. The soils underlying flat work should have a moisture content exceeding 3 percent above optimum misture content. The soils proper moisture content not mre than-urs prior to placing concrete. from a depth of 2 feet below the bottom of slab should be tested for the . If you have any questions, please feel free to contact this office. This opportunity to be of service is sincerely appreciated. ALPHA LABORATORIES INC. Respectfully ,submitted, &d* C. H. Wood, CE 10778 CHW/mq CC: (3) submitted ALPHA LABORATORIES, INC. SOIL & FOUNDATION ENGINEERING L I L JOB NUMBER: ALPHA LABORATORIES, INC. VI622 I SOIL&FOUNDATION ENGINEERING FIGURE 2.62A ' I JOB NUMBER: ALPHA LABORATORIES, INC. I PLATE NUMBER: VI 622 I SOIL & FOUNDATION ENGINEERING 1 - SOIL TEST RESULTS ~"am-tn~~nco\~ mmmmmmmmmm -NaMhLn\ohMv\ .......... _"""_" """ .......... 00NNNO-N000 0000NNNN"N """"" c 9 LAU3LS\Ln\D\Dhh" IIIIIIHIII " mmmmmmmmmm l 00 ma ON " Lno hO " JOB iLIVBER: ALPHA LAUGRATOXIES, INC. . PLATE NUMCER: V1622 - SOIL& FOUIJDAl!CJN ENGINEERING 2 4/14/78 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name .lack ~~11- Phone No. 438-2421 Mailing Address 76nq SBVER PERMIT ISSUED U?ON "- . : ar OF BUILDING PERMIT. Service Address: 2'631 brll~larp, I - tlJiLDING PERMlf MUST DE Tract Description: -~~-."~~r~ APWED FOR By P"9- &% ~-; Assessor's Parcel No. 315,44n 11 Type of Building -1" No. Units 1 Connection Fee $daaan_ Lateral Size: 4" - G" 8" Saddle - Easement Connection -Pre-Pd (200.00) Extra Footage: __ @$ Extra Depth: @$ ya6.0-0 .) - - Amount Rec'd $ (/oo.+a Ck. Flo/Cash 5/0 Lateral Fee Prorated Sewer Service Fee Total 8 h".& 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 street (or easement) where a connection is made to the service lateral. made by the applicant at his expense. The connection must be made in conformity 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 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 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 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. TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECz 8" - 77 Owner's Siyature Date , , .. , . . . . . . 1200 ELM AVENUE CARLSOAD, CAL.IFORNIA 92008 TELEPHONE: (714) 729-1181 .- . THIS DEPARTMENT RESERVES THE RIGHT -ro REMO.VE THE METER AT ANY TIKE IF THE REQUIREMENTS OF AILL DEPARTPlENTS F\RE I(OT CCMPLIED IliTH EITHER DURING CONSTRUCTION OR AT THE TIME TkIE PR'?JECT !S COKPLETE9. PLEASE RETURN THIS STATEMENT WITH YOUR SIGtiATURE TO ,THIS SAN DIEGO GAS ANU ELECTRIC CUNPANY. - -. - DEPkR.?XENT. THE NETER NILL THEN BE CLEARED THROUGH THE THAEIIC YOU FCR YOUR COOPERATION.' BN FORM 116 BIA FORM 1486 INSULATION CERTIFICATION This is to certify titat, in conformonce wiih the current ensrgy regulations (Caliiornia Adminis- trative Code, Title 25, State of California') and approved plans, imulation has been installed in the building located at: La Costa, Carlsbad San Diego a0 clntr Acuna Ct. mu uhk Tm I*. DESCRIPTION OF INSTALLATlON Fam 116 -0 BUILDING NW INC.. 2455 Mmd Avo.. 10s Aqala. Calif. 9003442131870-9871 Form 14E--0 BUILDING INDUSTRY ISSOCIATION OF ULIFORNIA, INC.. 1571 Beverly Blvd.. LM Angetes, Calif. 9WZ6-l213l6255771 . .s A .. . .. ;i i i .. .. Y. '3 I I I \