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HomeMy WebLinkAbout1145 CARLSBAD VILLAGE DR; ; 70-1215; PermitBUILDING PERMIT APPLICATION of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only y JOB ADDR ESS - LEGAL 1DESCR CONTRitTOR JfcMf it TOR (| J5EE ATTACHED SHEET) „ gPMD ^^^ ?2:70J— 061***' MAI L ADDRESS LICENSE NO ARCHITECT OR DESIGNER WAIL ADDRESS LICENSE NO MAIL ADDRESS LICENSE NO // MAIL ADDRESS 8 Class of work D NEW \2ADDITION D ALTERATION D REPAIR JHMOVE D REMOVE 1 10 Change of use from Change of use to 11 Valuation of work $PLAN CHECK FEE PERMIT FEE SPECIAL CONDITIONS Type o Const Occupancy Group Size of Bldg (Total) 5q No of Stories Max Occ Load APPLICATION ACCEPTED BY Fire Zone Use Zone Fire Sprinklers Required Qve No of Dwelling Units OFFSTREET PARKING SPACES Covered Uncovered NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING 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 PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED 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 NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR/THE PERFORMANCE OF ^CONSTRUCTION Special Approvals ZONING HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) Required Received ft Not Required SIGNATURE OF CONTRACTOR 6fl AJTHOfcilED AGENT SI Sfj ATLLRE OF OWNER, jt F OWNER MJ ILDg'Pl ' O WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M O CASH INSPECTOR )rm 100 1 9-69 REORDER FROM INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS • so so )N1A 91101 BUILDING PERMIT APPLICATION 1 /5- /A City of CARLSBAD, CALIFORNIA iw,_M.71 sSg Applicant to complete numbered spaces only JOB ADDB ESS 8 Classofwork D NEW DALTERATION D REPAIR Q MOVE D REMOVE 10 Change of use from Change of use to 11 Valuation of work $PLAN CHECK FEE-PERMIT FEE SPECIAL CONDITIONS Type of Const Occupancy Group Division SizeofBldg (Total) Sq No of Stories Max Occ Load APPLICATION ACCEPTED BV 0 PLANS CHECKED BV FOR ISSUA/JCE BY Fire Zone Use Zone CL.Fire Sprinklers ^> Required Dves ©No No of Dwelling Units OFFSTREET PARKING SPACES Covered ( ) Uncovered MOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATING OR AIR CONDITIONING 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 PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECTALL 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 Special Approvals ZONING HEALTH DEPT FIRE DEPT SOIL REPORT OTHER (Specify) Required Received Not Required SIGNATURE OF CONTRACTOR OH AUTHORIZED AGENT SIGNATURE OF OWNER (IF OWNER BUILDER) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M O CASH Form 100 1 9-69 INSPECTOR REORDER FROM INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS • 50 SO JRN1A 91 IO1 LISA ENTERPRISES, INC. GEO-EXETA LABORATORIES 1786 West Lincoln AvenueSuite EAnaheim, California776-5900 March 1, 1971 Job Number C-692-71 Owner: Contractor and Client: Job Location: Project: Subject: Date of Grading; SHELL OIL COMPANY LEONARD CONSTRUCTION COMPANY 873C West 15th Street Newport Beach, California Elm Street Off Ramp and San Diego Freeway Carlsbad, California Shell Oil Company Service Station Compaction Report - Interim February 2k through February 26, 1971 The following report contains the results of Sand Density Tests Number One (l) through Twelve (12), taken on the subject project. Refer to the attached Plot Plan, Plate "A", for location of the tests Scope The purpose of the grading was to bring the site to proper elevation and to provide a building pad on controlled compacted fill. Site Condition The existing structure was still on the site, however, the pump islands and AC paving had been removed. Pumps and other material Page 1 of 3 LISA ENTERPRISES, INC. GEO-EXETA LABORATORIES JOB NUMBER C-692-?! Site Condition fCont'd) to be used during construction were stored at the Northwest corner of the site. Existing tanks had been removed and excavation had been backfilled. Procedure"~~ Prior to earth grading the site was cleared of all organic and most of the deleterious material, and the existing structure was mov^d to the adjoining property. The new tank excavation was completed and tanks were put in place. Areas to receive fill at grade or cut to gra*de were scarified to a depth of eight (8) inches and inspected by Geo-Exeta Laboratories, then recompacted and tested to insure firm foundation soil and a bonding with fill material. Natural soils are composed of brown clayey fine to coarse sand. The foregoing does not guarantee that weak soil or geologic conditions do not exist below the cleared and scarified surface. The material utilized as fill is non-expansive and is classified as tan silty fine to coarse sand (imported from other sources). The fill was placed in eight (8) inch layers, watered to approximate Optimum Moisture, and compacted to the specified relative compaction of 9056 by means of a vibratory sheepsfoot roller. Page 2 of 3 LISA ENTERPRISES, INC. GEO-EXETA LABORATORIES JOB NUMBER C-692-71 Procedure (Cont'd) Tests were taken every one (l) foot in vertical height of the fill placed to insure complete control of grading operations. Compaction Standard A.S.T.M. D 1557-66T, using a ten pound hammer having the free fall of 18 inches and applying 25 blows per layer on each of 3 equal layers of soil in a 1/3O cubic foot mold. Results of Field Density Tests TEST NO. 1 2 34 5 6 7 8 9 10 11 12 FILL DEPTH CFEET) 0o 2 0 2 3 3 3 4 2.5 4.1 4.5 * TEST* ELEV0 (FEET) -0.5 -3-5 -1.0 -1.5 -1.0 -2.0 -0.5 -1.5 -1.0 0 0 0 MOISTURE CONTENT % OF DRY VT. 8.3 10.5 11.1 9-9 11.9 10.5 11.1 9.9 9.9 10.5 9-9 10.5 DRY DENSITY LBS./ CU. FT. 122.5 120.3 104.0 120.2 105.2 1O6.8 103.3 105.0 102.5 104.9 106.0 105.3 MAXIMUM DENSITY LBS./ CU. FT. 127-5® 9.5 127. 5® 9-5 114.0@15.O 127.5© 9.5114.0@15.O 114.O@15.0 11 4.0® 15.0 11 4.0@15.0 114.O@15.O 11 4. OOl 5.0114.0@15.0 114. 0015.0 PERCENT COMPACTION 96.0 94.5 91 .4 94,5 92.5 93.5 90.5 92.O 9O.O 92.0 93.0 92.5 DATE OF TESTING 2/25/71 2/25/71 2/25/71 2/25/71 2/25/71 2/25/71 2/25/71 2/26/71 2/26/71 2/26/71 2/26/71 2/26/71 ^Reference Elevation: Finished Grade = 0 Dale E. Goss, P.E., C-12O37 Executive Vice President Respectfully submitted, A. Aubrey President Page 3 of 3 PLOT PLAN LISA ENTERPRISES, INC. GEO-EXETA LABORATORIES JOB NUMBER C-692-71 SCALE I* 30* 2 APPROXIMATE TEST LOCATION \ _ LJ_ 1. LJ ) ISLANDS V/A-//75 Or CERTIFIED FILL BUILDING AREA Plate "A"