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Home My WebLink About2533 NAVARRA DR; BLDG 1; 73-3550; Permita BUILDI1G PERMIT APPLITION Permit No7 City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbereIspiconly. Phone 729-1181 JOB ADDRESS S *1 o '- LEGAL DES N. LOT NO. BLK TRACT rnth T'1t (DSEE ATTACHED SHEET) I ?4,4yarrit flr.. Tvaq (+-a M 0 0 OWNER MAIL ADDRESS ZIP PHONE / in 2 47 47f, 1 gAn A4^ftf% 47111S 2 817111 CONTRACTOR MAIL ADDRESS 3 PHONE LICENSE NO. ARCHITECT OR DESIGNER MAIL ADDRESS 4 Tit- V-'v, Goarvrinry Thi.kn rrt4t.s*q PHONE S1 ?*v.'r LICENSE NO. Lid. 12 1n IN-7trN, Calif. ENGINEER MAIL ADDRESS PHONE LICENSE NO. M. p c *.gw. 1$Qfl nv nr r114: 114 LENDER MAIL ADDRESS BRANCH 6 4%(!l1r1+u P,se4fic, Flank leafn Of flea Si'i plitern USE OF BUILDJNG ., 1 4 titr-oriciam-triltm J . ' 8 Class ofwork: M NEW DADDITION 11 ALTERATION 13 REPAIR OMOVE DREMOVE 9 Describe work: W 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 Size of Bldg. (Total) Sq. Ft// ,rI No. of Stories -' Max. 0cc. Load -- ___________________________________________________________________ Fire Zone Use Zone , Fire Sprinklers Required Dyes EINo APPLICATION ACCEPTED BY. PLANS CHECKED BY APPROVED FOR ISSUANCE BY No. of Dwelling Units , OFFSTREET PARKING SPACES: - fT Covered j Uncovered NOTICE Special Approvals Required Received Not Required ZONING SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB. ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- HEALTH DEPT. FIRE DEPT. TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF SOIL REPORT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. OTHER (Specify) 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. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) SIGNATURE or OWNER (I OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION RECORD -75557 DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL& WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. ?-7-74 Masonry: 4 1 lift main bldg. O.K. B. Nelson 3-7-74 8' lift parking garages. O.K. B. Nelson - JOB ADDRESS 231.37 Navarra Driva 5 In 0 > LEGAL IDESCR.t I LOT NO. i 38 & 39 BLE T TRACT (c3SEE ATTACHED SHEET) Rancho La Costs S a In OWNER MAIL ADDRESS ZIP PHONE UI 2 Ralxh BuT 4287 k7th. St. San Dim Ro 9211 281.7136 CONTRACTOR MAIL ADDRESS PHONE LICENSE NO. 3 PcwaiVaUtr Flub. Inc. P.O. Box 12k Poway, Calif 92061 ':z;:).:?/ ARCHITECTOR DESIGNER MAIL ADDRESS PHONE LICENSE#NO. Phons (748-8282) ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5. S. LENDER MAIL ADDRESS BRANCH USE OF BUILDING 61 A 8 Class ofwork: 4 NEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: . PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) Ii BATHTUB )U LAVATORY (WASH BASIN) r3 cr 46 SHOWER KITCHEN SINK & DISP. 3 00 DISHWASHER APPLICATION ACCEPTED BY:IPLANSCUECKEOBY: APPROVED FOR ISSUANCE BY. LAU!1QR.T'RA... CLOTHES WASHER ._3 00 WATER HEATER 3 00 NOTICE _J Pool Stand Pine _j .5Q I DRINKING FOUNTAIN 1 50 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 I - FLOOR—SINK OR DRAIN ILI 50 Bar Sinks .39 QQ 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. 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. j GAS SYSTEMS: NO. OUTLETS ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR ____________________________________ - - - VACUUM BREAKERS - ____________________________________ LAWN SPRINKLER SYSTEM - - SEWER tn CESSPOOL - - SEPTIC TANK & PIT SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT $ j TOTAL FEE $ - SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) ti S . PLUMBING PERMIT CALIFORNIA Applicant APPLICATION **t Permit No WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH_- 1715V _-1k INSPECTOR I INSPECTION REPORTS - DATE ITEM REMARKS INSPECTOR 1-30-74 Underground Plbg. O.K. B.-Nelson B:, Nelson 1-24-74 3-18-74 tough Underground P1b O.K. . fl.K.. P N1g - 10 ' DOk- -P/0m19,n ,3 o.1/. * 12-27-74 Tubs O.K. B. Ne1pn USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. r 4. MECHAAL PERMIT AP PL Permit No. 79-/'/i% City of CARLSBAD, CALIFORNIA 92008 .— Aon/icant to comniete number s.oaces Phone 729-1181 o 0 z 01 JOB ADDR ESS It;- F1 (14 LE GAL locace. Gir NO. 1'cICIC RACT -- ' DSEE ATTACHED SHEET) OWNER MAIL ADDRESS V./1P I ZIP PHONE MAIL ADDRESS 3L D:E 444 C. JL'ARES//'t PHONE LICENSE NO. P" H01J12L r_3A 010010 ENGINEER MAIL 5 - LENDER MAIL ADDRESS 6 BRANCH USE OF BUILDING 1 Cav vtL. céi 8 Classofwork: NEW DADDITION DALTERATION 13 REPAIR - - - 9 Describe work: ' — — Type of Fuel: Oil 0 Nat. Gas 0 LPG. 0 PERMIT FEES SPECIAL CONDITIONS: No. Type of Equipment Fee Air Cond. Units—H.P. Ea. $ 4 Refrigeration Units—H.P. Ea. ) . . # Boilers—H.P. Ea. - Gas Fired A.C. Units—Tonnage Ea. - Forced Air Systems—B.T.U. M Ea. APPLICATION ACCEPTED BY: 1 PLANSCUECKEOBY APPROVED FOR ISSUANCE . Gravity Systems—B.T.U. ms—B.T.U. M Ea. Floor Furnaces—B.T.U. M - - Wall Heaters—B.T.U. M 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 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 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. - Unit Heaters—B.T.U. M - - Evaporative Coolers - - Clothes Dryers _ - Ventilation Fan - - - ___________________________________ Range Hood - Air Handling Unit— C.F.M. - - - Incinerator - - - - 341ATURE or COIRACT OR AUTHORIZED AGENT (DATE) PERMIT $ TOTAL FEE _S SIGNATURE _OF_ OWNER _(IF _OWNER _BUILDER) (DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. . / I ELECTRICAL PERMIT APPLICATION U Permit No.________ City of CARLSBAD, CALIFORNIA 92008 .. - Applicant to complete numbered spaces only. Phone 729-1181 Eq p 1 tK t/IJVjTRACT .5o'#/ U,,#r / (EJSEE ATTACHED SHEET) OWNER MAIL A/ ZIP PHONE Pot S'AI~4 C4 ry MAt1DDRt? PHOQ't 1 LICENSE NO. AR(ft4WZ NCREL"T '& '" A!RttWOA LI +c 's ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 LENDER I MAIADDRE5S :.r.RANCH j 6 I USE OI! BUILDING -- 1 'Crflh,7fv/1 8 CIA ofwork: EJMEW 4JADDITION DALTERATION 11 REPAIR ig Describe work: PERMIT FEES I No. lEach I Fee ISPECIAL CONDITIONS: ISSUANCE OF EACH PERMIT Elm NEW CONSTRUCTION, FOR EACH PPLICATION ACCEPTED BY: PLANSCHECKEDBY: APPROVED FOR ISSUANCE BY: AMPERES OF MAIN SERVICE, SWITCH, f 00 FUSE OR BREAKER I 1 FOR EA. AMPERE OF INCREASE NEW SERVICE ON EXISTING BLDG. NOTICE /' IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- OR BREAKER 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 WORKIS COM- REMODEL, ALTERATION, NO CHANGE MENCED ?IN ..SERVICE, FOR EA I HEREBY CERTIFY TIAT I HAVE READ AND EXAMINED THIS INCREASE ;EE 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 TEMP. SERVICE UP TO AND INCLUD- PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE OVER 200 AMP. PER 100 SyITURE:OF TRACTOR OR AUTHORIZED AGENT (DATE) MINIMUM PERMIT FEE 43 SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) -I U4 WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM . REMARKS INSPECTOR .4L$75 72 /L USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. MECHANICAL PERMIT APPiiCATlON- -i L. z III City of CARLSBAD, CALIFORNIA 92008 Permit No. Applicant to complete numbered spaces only. Phone 729-1181 JOB ADDRESS 2533, 2535. 2537 and 2531 NAVARRA DRIVE. LA COSTA III In LEGAL 1 DESCR. I LOT NO. I 38 & 39 LK TRACT —]SEE ATTACHED LA COSTA SOUTH 1 1 OWNSR' MAIL ADDRESS 2/9L Ii/4287 47th St. / ZIP PHONE San Diego, Cal. 281-7133 CdONTACTOR — MAIL ADDRESS Saxae AS ovnet PHONE LICENSE NO I 240322 ARCHITECT OR DESIGNER MAIL ADDRESS 4 PHONE LICENSE NO. ENGINEER MAIL ADDRESS 5 PHONE LICENSE NO. -. - - LENDER - MAIADDREIS - I • BRACH 6 Security Pacific-Main Branch P.O. Box 17919 S.D., Ca. 92112 USE OF BUILDING 24 tONDOMINItIl UNITS 8 Class ofwork: NEW 11 ADDITION DALTERATION DREPAIR - - 9 Describe work: — — Type of Fuel: Oil 0 Nat. Gas 0 LPG. 0 PERMIT FEES SPECIAL CONDITIONS: No. Type of Equipment Fee Air Cond. Units—H.P. Ea. $ - Refrigeration Units—H.P. Ea. - - Boilers—H.P. Ea. Gas Fired A.C. Units—Tonnage Ea. - - Forced Air Systems—B.T.U. M Ea. - - APPLICATION ACCEPTED BY; PLANS CHECKED BY APPROVED FOR ISSUANCE BY - Gravity Systems—B.T.U. M Ea. - - Floor Furnaces—B.T.U. M - - Wall Heaters—B.T.U. M - - 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 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 PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ? - Unit Heaters—B.T.U. M - - Evaporative Coolers - Clothes Dryers - - Ventilation Fan.. - Range Hood Air Handling Unit— ef'1&. C.F.M.ov ___________________ HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT - Incinerator - - - - - - - - - - SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) PERMIT TOTAL FEE $1 ....L ff .. SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) - -- WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR 5- S.. S , ) . This Certi ficate issued pursuant to the Tequire!nents of Section 306 .- y of the Uniform Building Code certifies that at the time of issuance I this structure complies with applicable ordinances of the City regulating building construction use. Use Ckssiiicaticn_(24) CONDOMINIUM UNITS/REC./POOL Bldg. Permit No. 733550 '3 Group _V - 1 —hr-- Typo Construction HLE..l Fire Zone _..3___________ Use Zone _ — Occupant Load Owner oi Building _RALPH BWY Address 4287 47th St. San Diego, Cal <c Bui 'ding tddress 3_,3.53.731..NA.VARRLD.RLV,.E y_bACO1,_CRLS.8Aa,_cl - 1_(4) Buil dings Bv Dote_' OTR_2.li25 NOT E: Alteration ; chanoc,, additions or changes cf occupancy n-jl!ifies thls ce;ificata. (Post in conspicuous place) ',v' LEUCADIA COUNTY WATER DISTRICT 1959 EL CAMINO REAL • LEUCADIA, CALIFORNIA 92024 . 753-0155 October 29, 1973 SIN V Ci1 Mr. Ralph Bwy 4287 47th Street 'D( of C3iet San tDiecso. California 92115 Dear Mr. Bwy: In response to your request this date, the applicable connection costs for sewer service for Lots 38 & 39, La. Costa South Unit 1:1 are as follows: Bldg. 1 16 units Conn. Fee $ 4,800.00 Bldg. 2 8 units Conn. Fee 2,400.00 Bldg. 1 16 units Surcharge Fee 850.00 Bldg. 2 8 units Surcharge Fee 450.00 • •• • TOTAL: $ 8,500.00 If we can be of further service in regard to the connection fees and surcharge fees, please contact the District office. .• Yours very truly, LEUCADIA COUNTY WATER DISTRICT • • Carol A. Bartkiewicz cab ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 9204 462-3000 June 10, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium, Building No. 2 533 Navarra Dr1 La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the results of the 28-day break for the concrete pour made on May 10, 1974. Please refer to our letter of May 10, 1974, same subject as above for details of the placement. Respectfully submitted, Wi1jp G. CatlirRCE 11579 Distr. (2) Addressee (2) Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 Ends. mkd RECEIVED JUN 12 1974 CITY OF CARLSBAD Building Department ALVARADO SOILS ENGINEERING WILLIAM G. CATLIN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 462.3000 May 10, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete for 24 Unit Condominium, Building No. 2 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the foundations and floor slab for Building No. 2 on subject project for 24 Unit Condominium. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 350-75-550 1911 1" Rock Modified 1265 Sand 448 Ceient N.T.E. 39 gal. Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 112.5 Starting Time - 0750 Finish Placing - 1525 One set of 3 cylinders was obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the laboratory work is completed. Respectfully submitted, am G. Catl1n, RCE 11579 Distr. If)--'Addressee 4-'City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attn: Mr. Nelson, Inspector 4'1'r. Ralph Bwy 4287 47th Street Suite 1 San Diego, California 92115 I I out(ieiui C(A~ohiita J°eIng abokatoit INSPECTION • TESTING • RESEARCH • DEVELOPMENT 6280 CQWeAdae g fheef • gan CDego. Cai6oiva 92120 REPORT OF COMPRESSION TESTS XU1 CONCRETE 0 MORTAR FILE NUMBER 420044 DATE_... May 17, 1974 0 GROUT JOB NAME... 24 Unit Condominium 0 GUNITE ADDRESS------ 2533 Navarra Drive; Carlsbad, Calif. 0 ARCHITECT... Derk Vyn & George Drueker ENGI NEER——Truck #373 CLIENT--------Alvarado Soils Engineering, Inc. Ticket #E 646960 LOCATION IN STRUCTURE-- CEMENT ------ ADM1XTURE SAND ----------------------- ROCK MIX NO. OR PROPORTIONS. TIME IN MIXER, minutes__. SLUMP, inches------------- MADE BY-------------------- Footings & Slab, Bldg. #2 Riverside Type II Pozzoljth 300 Nelson and Sloan Nelson and Sloan 350-75-550, 5 1/2 Sacks 60 Mm. 5" Lloyd W. Cpffer LABORATORY NO. MARK 2854 20B66-Kl 2855 20B6C-x2 2856 20B6c-K3 DATE MADE 5/10/74 DATE RECEIVED . 5/13/74 DATE TESTED 5/17/74 6/7/74 HOLD DIAMETER, inches 6.00 AREA, sq. inches 28.27 MAXIMUM LOAD, lbs. 74,200 117,200 COMPRESSIVE STR., psi 2,620. 4,150 AGE TESTED. days 7 Days .28 Days REQD PSI at 28 DAYS 3,000 UNIT WT./CU. FT. (plastic) DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED. ou1eMi Co 6oinLa Uesung Sgabotiatohy BY . ., •k,.• ALVARADO SOILS ENGINEERING WILLIAM 0. CATIJN 7830 LA MESA BOULEVARD TELEPHONE Civil Ers9ifl.s, LA MESA, CALIFORNIA 92041 462-3000 May 30, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete tN:3 U i,t...Con.o ium Building Nos. 1 and 2 3 Navarra Drive La Costa AF rCffb"r, California Gentlemen: Forwarded herewith are the results of the 29-day break for the concrete pour made on April 29, 1974. - Please refer to our letter of April 29, 1974, same subject as above for details of the placement. Respectfully submitted, .William G.t,ll5 Distr. J21' Addressee (2) Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 Encl s. iiam ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7930 LA MESA BOULEVARD TELEPHONE Civil Enin.s, LA MESA, CALIFORNIA 92041 462-3000 April 29, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete for 24 Unit Condominium, Building Nos. 1 and 2 2533 Navarra Drive La Costa Area, Carlsbad) California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the 2nd floor deck slab, Building No. 1; and foundations lines 2, 3, and J Building No. 2 on subject project for 24 Unit Condominium. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Comoan No. 350-75-550 1911 1" Rock Modified 1265 Sand 448 Cement N.T.E. 39 gal. Water The water-cement ratio was not exceeded. Tot41 Cubic Yards Placed - 150 Starting Time - 7:00 a.m. Finish Placing - 3:30 p.m. Two sets of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory Work is completed. William G. Catlin, RCE 11579 Distr. ..ifr Addressee City of Carlsbad 1200 Elm Avenue Carlsbad, California92008 Attn: Mr. Nelson, Inspector ..'4"7 Mr. Ralph Bwy 4287 47th Street Suite 1 San Diego, California 92115 ou1iein Ca& o/uiia Unting abokatoitj INSPECTION • TESTING • RESEARCH • DEVELOPMENT 6280 'T~e,daQe teet • gan 'Dte9o, CaQoiva 92120 REPORT OF COMPRESSION TESTS XEY 0 MORTAR FILE NUMBER.. 420044 DATE__ 5/6/74 0 GROUT JOB NAME-----24 Unit Condominium 0 GUNITE ADDRESS------ 2533 Navarra Dr. Carlsbad, CA 0 ARCHITECL_... Derk Vyn & George Dueker ENGINEER..____.. Truck #392 CLIENT--------Alvarado Engineering Ticket #E040860 LOCATION IN STRUCTURE. 2nd Floor Deck Slab, Bldg. #1 CEMENL..-------------------- Riverside Type II ADMIXTURE------------------Pozzolith 300 SAND ----------------------- Nelson-Sloan ROCK ------------------------ Nelson-Sloan MIX NO. OR PROPORTIONS 350-75-550, 5 1/2 Sacks TIME IN MIXER, minutes__.... 60 Mm. SLUMP, inches.._-----------5 1/2" MADE BY--------------------- L. Coffer LABORATORY NO. 2697 2698 2699 MARK 20B6C-J1 20B6C-J2 20B6C-J3 DATE MADE 4/29/74 DATE RECEIVED 5/1/74 DATE TESTED 5/6/74 5/28/74 DIAMETER; inches 6.00 AREA, sq. inches 28.27 MAXIMUM LOAD. lbs. 69,800 113,500 COMPRESSIVE STR., psi 2,470 4,010 ACE TESTED. days 7 Days 29 Days REQ'D PSI at 28 DAYS 3,000 UNIT WI/CU. FT. (plastic) DISTRIBUTION: (2) Alvarado Engineering . . . RESPECTFULLY SUBMITTED, Ooutheii CaQL6oia J'tug SfabohafoAg BY _____ ouL(ie/n Wijohiiia Tethg Skabohatohq INSPECTION • TESTING • RESEARCH • DEVELOPMENT 620 LeAdae g theef • an De9o, CaQtoALa 92120 REPORT OF COMPRESSION TESTS J<CONCRETE 0 MORTAR FILE NUMBER-- 420044 DATE_... 5/6/74 0 GROUT JOB NAME-----24 Unit Condominium 0 GUNITE ADDRESS------ 2533 Navarra Dr.; Carlsbad, CA ARCHITECT...... Derk Vyn & George Dueker ENGINEER__ Truck #391 CLIENT------- Alvarado Engineering Ticket #E041711 LOCATION IN STRUCTURE. Footings Bldg. #2, Lines 2, 3 & J CEMENT ----------------------- Riverside Type II ADMIXTURE------------------Pozzolith 300 SAND------- 7 - - - - - - - - - - - - - - - Nelson-Sloan ROCK ------------------------- -Nelson-Sloan MIX NO. OR PROPORTIONS.... 356-75-550, 5 1/2 Sacks TIME IN MIXER. minutes____. SLUMP, inches__-----------5 3/4" MADE BY-------------------- L. Coffer LABORATORY NO. 2700 2701 2702 MARK DATE MADE 4/29/74 DATE RECEIVED 5/1/74 DATE TESTED 5/6/74 5/28/74 DIAMETER, inches 6.00 AREA, sq. inches 28.27 MAXIMUM LOAD, lbs. 41,400 75,400 COMPRESSIVE STR.. psi 1,460 2,670 AGE TESTED. days 7 Days 29 Days REQ'D PSI at 28 DAYS UNIT WT./CU. FT. (plastic) DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED, outeit CaQioithLa Jethg SgaboAafoAg BY________ ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer IA MESA, CALIFORNIA 92041 4624000 May 22, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium, Building No. 2 - 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the results of the 7-day break for the concrete pour made on May 10, 1974. Please refer to our letter of May 10, 1974, same subject as above for details of the placement. Respectfully submi Wi1liaat1in, RCE 11579 Distr. Addressee (2 Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 Encl. jed RECEIVED W1 AY 2 91974 CITY OF CARLSBAD Building Department ALVARADO SOILS ENGINEERING WILLIAM 0. CATtJN 7830 LA MESA BOULEVARD Civil Engineer LA MESA, CALIFORNIA 92041 May 15, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Car1sbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete 24 Unit Con—dQminjium, Building Nos. 1 and 4 ,,,::-=~Navarra Drive a rea, Carlsbad, California: Gentlemen: TELEPHONE 462-3000 Forwarded herewith are the results of the 7 and 28-day breaks for the concrete pour made on April 15, 1974. d. Please refer to our letter of April 15, 1974, same subject as above for details of the placement. S, ily submit d,~... William C. Catlin, RCE 11579 Distr. JI1'T" Addressee (jj_.kB 4287 47th Street - San Diego, California 92115 End. j ed RECEIVED M AY1,1 174 CITY OF CARLSBAD Building Department ALVARADO SOILS ENGINEERING WILLIAM 0. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 462-3000 April 15, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building Nos. 1 and 4 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the slab on grade Building No. 1, Lines A to E and Lines 2 to 3; as well as Building No. 1, Line H, retaining-wall footing, Building No. 4 all slab on grade. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 335-1•530 1904 1" Rock 1260 Sand 470 Cement N.T.E. 41 Water The water.-cement ratio was net exceeded. Total Cub-ic Yards Placed — 52 1/2 Starting Time — 7:15 a.m. Finish Placing — 11:45 a.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14 and-28 day breaks will be reported when the Laboratory work is completed. Res tfuily submitted, ( William G. Ca in, RCE 11579 Distr. iAddressee .._-Y Mr. Ralph Bwy .0~rCity of Carlsbad 4287 47th Street 1200 Elm Avenue. Suite 1 MAP n MqMt W ifbrIii0 q113 cu(ieiu CA otuia E1estig SRabohatohq INSPECTION • TESTING • RESEARCH • DEVELOPMENT 6280 C~we,daQe 9theef • gan Diego. CA~ohma 92120 REPORT ':OF COMPRESSION TESTS CONCRETE 0 MORTAR FILE NUMBER...420044 DATE--4-22-74 0 GROUT JOB NAME-----24 Unit Condominum 0 GUNITE ADDRESS-----...2533 Navarra Dr. Carlsbad, Ca. ARCHITECL_......Derk Vyn & George Dueker ENGINEER Tr.#379 CLIENT-------.Alvarado Engineering Tic.#E040829 r LOCATION IN STRUCTURL.S1ab on grade-Bldg.#1 lines A to E, 2 to 3 Bidg.4 CEMENT --------------------Riverside Type II (all, retaining wall footinç ADMIXTURE ------------------- Pozzolith 300 line H.) SAND----------------------.Nelson Sloan ROCK ------------------------ Nelson Sloan MIX NO. OR POPORTIONS.....335-1-530 - 5.30 Sks. TIME IN MIXER, minutes----.50 mins. SLUMP, inches.--- Is MADE BY-------------------.L. W. Coffer LABORATORY NO. 2464 2465 2466 MARK 11 21 31 DATE MADE 4-15-74 DATE RECEIVED 4-16-74 DATE TESTED 4-22-74 5-13-74 DIAMETER, inches 6.00 AREA, sq. inches . 28.27 MAXIMUM LOAD, lbs. 75,500 110,800 COMPRESSIVE STR., psi 2,670 3,920 ./ ACE TESTED, days 7 days 28 Days REQ'D PSI at ?8 DAYS UNIT WT./CU. FT. (plastici DISTRIBUTION: (2) Alvarado Engineefing REspEcTFuLLY SUBMITTED, - .. goufhehn C aQ o!71,.La CJnWig Sgabohofohg • .. BY- ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 4624000 May 10, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete for 24 Unit Condominium, Building No. 2 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the foundations and floor slab for Building No. 2 on subject project for 24 Unit Condominium. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No.:350-757550 1911 1" Rock Modified 1265 -Sand 448 Cement N.T.E. 39 gal. Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 112.5 Starting Time - 0750 Finish Placing - 1525 One set of 3 cylinders was obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the laboratory work is completed. Respectfully submitted, ( ()ijj'flfam G. Catfl.n, RCE 11579 - Distr. iAddressee .3 City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attn: Mr. Nelson, Inspector Ralph Bwy 4287 47th Street Suite 1 San Diego, California 92115 ou(ieiut CaDiona cJ°ethig abokaLok INSPECTION • TESTING • RESEARCH •. DEVELOPMENT 6280 Qwedae 91heet • gait CDiego. CaQoA1a 92120 REPORT OF COMPRESSION TESTS XU CONCRETE 0 MORTAR FILE NUMBER.._ 420044 DATE-- May 17, 1974 0 GROUT JOB NAME-----24 Unit Condominium 0 GUNITE ADDRESS------ 2533 Navarra Drive; Carlsbad, Calif. 0 ARCHITECT-----Derk Vyn & George Drueker ENGINEER..._... Truck #373 CLIENT--------Alvarado Soils Engineering, Inc. Ticket #E 646960 LOCATION IN STRUCTURE____ Footings & Slab, Bldg. #2 CEMENT..._-----------------Riverside Type II ADMIXTURE------------------Pozzolith 300 SAND --- --------------------Nelson and Sloan ROCK ---------------------- -- Nelson and Sloan MIX NO. OR PROPORTIONS.... 350-75-550, 5 1/2 Sacks TIME IN MIXER, minutes____. 60 Mm. SLUMP, inches.. MADE BY Lloyd W. Coffer LABORATORY NO. 2854 2855 2856 MARK 20B66-K1 20B6C-K2 2036C-K3 DATE MADE 5/10/74 DATE RECEIVED 5/13/14 DATE TESTED 5/17/74 DIAMETER, inches 6.00 AREA, sq. Inches 28.27 MAXIMUM LOAD, lbs. 74,200 _ COMPRESSIVE SIR., psi 2,620 AGE TESTED, days 7 Days REQ'D PSI 'at 28 DAYS 3,000 UNIT WT./CU. FT.(plastic) DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED, outke,tp Ca ijohnia cJegunq SgabowtoAg ALVARADO SOILS ENGINEERING WILLIAM G. CATLIN 7830 LA MESA BOULEVARD TELEPHONE Civil EiçIn,.r LA MESA, CALIFORNIA 92041 462.3000 May 14, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 2086C Special Inspection of Foundation and Structural Concrete for _24jUnit Condominium, Building No. 2 ç-2533 Navarra Drive Ld Losta Area, ar shad, California ki Gentlemen': This is to inform you that on this date, Lloyd Coffer completed the special inspection of the foundations and floor slab for Building No. 2 on subject project for 24 Unit Condominium. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 350-75-550 1911 U' Rock ' CtIv Modifiec 1265 Sand 448 Cement r '.T. E. 39 gal. Water The water-cement ratio was not exceeded. GAIRI Total Cubic Yards Placed - 112.5 DegartMent Starting Time - 0750 Finish Placing - 1525 One set of 3 cylinders was obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the laboratory work is completed. Respectfully submitted, ~P 11579 Distr. (2) Addressee (1) Mr. Ralph Bwy ( ) City of Carlsbad 4287 47th Street 1200 Elm Avenue Suite 1 Carlsbad, California 92008 San Diego, California 92115 Attn: Mr. Nelson, Inspector I 3a. ALVARADO SOILS ENINEERING WILLIAM G CATLIN 7830 LA MESA ROULEVARO TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 462.3000 May 7, 1974 City of Carlsbad - Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the results of the 7-day break for the concrete pour made on April 15, 1974. Please refer to our letter of April 15, 1974 same subject as above for details of the placement. itted -William G. Catlin, RCE 11579 (R Distr. 2T"Addressee (1) Mr. Ralph Bwy 4287 47th Street San Diego, Calforhia 92115 End. j ed ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 4624000 April 29, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete for 24 Unit Condominium, Building Nos. 1 and 2 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the 2nd floor deck slab, Building No. 1; and foundations lines 2, 3, and J Building No. 2 on subject project for 24 Unit Condominium. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 350-75-550 1911 1" Rock Modified 1265 ,Sand 448 Cement N.T.E. 39 gal. Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 150 Starting Time - 7:00 a.m. Finish Placing - 3:30 p.m. Two sets of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory Work is completed. William G. Catlin, RCE 11579 Distr. e(i00Addressee (1) Mr. Ralph Bwy (1) City of Carlsbad 4287 47th Street 1200 Elm Avenue Suite 1 Carlsbad, California 92008 San Diego, California 92115 Attn: Mr. Nelson, Inspector J. • ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 IA MESA BOULEVARD TELEPHONE Civil Enginser IA MESA, CALIFORNIA 92041 462-3000 ItECEIVErh April 15, 1974 Ay City of Carlsbad MAY 3 1974 Department of Building Inspection 1200 Elm Avenue CITY OF CARLSBAD Carlsbad, California 92008 Building Department Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building Nos. 1 and 4 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the slab on grade Building No. 1, Lines A to E and Lines 2 to 3; as well as Building No. 1, Line H, retaining wall footing, Building No. 4 all slab on grade. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Compan No. 335-1-530 1.904 1" Rock 1260 Sand 470 Cement N.T.E. 41 Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 52 1/2 Starting Time - 7:15 a.m. Finish Placing - 11:45 a.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14t and 28 day breaks will be reported when the Laboratory work is completed. 4es l fullv submitted, iam G. La n,'RCE 11579 Distr. I _4 Addressee Mr. Ralph Bwy 4287 47th Street 1200 Elm Avenue Suite 1 äU fOa 92008 San D'ego, Cal ifornia 92115 outtieitn Cdi~ohwa Uegung SRaboftatolkq INSPECTION • TESTING • RESEARCH DEVELOPMENT 6280 Lueftdae tkeet • an CDiego. ea&olthLa 92120 REPORT OF COMPRESSION TESTS CONCRETE 0 MORTAR FILE NUMBER-_420044 DATE-A-22-74 0 GROUT JOB NAME-----24 Unit Condominun 0 GUNITE ADDRESS------.2533 Navarra Dr. Cartsbad, Ca. 0 ARCH ITECT-----Derk Vyn & George Dueker ENGINEER..___.... Tr.4#379 CLIENT--------Alvarado Engineering . Tic.#E040929 LOCATION IN STRUCTURE---.Slab on grade-Bldg.#1 lines A to E, 2 to 3 Bldg.-'4 -------- Riverside Type II (all, retaining wall footing ADMIXTURE------------------Pozzolith 300 . line H.) SAND ----------------------- Nelson Sloan ROCK ------------------------ Nelson Sloan MIX NO. OR PROPORTION S....335-l-530 - 5.30 Sks. TIME IN MIXER, minutes----.50 Inins. SLUMP, inches__ ----------6' MADE BY-------------------.L.W. Coffer LABORATORY NO. 2464 2465 2466 MARK 11 21 31 DATE MADE 4-15-74 DATE RECEIVED 4-16-74 DATE TESTED 4-22-74 DIAMETER, inches 6.00 AREA, sq. inches 28.27 MAXIMUM LOAD. lbs. 75,500 - COMPRESSIVE SIR., psi 2,670 AGE TESTED, days 7 days. REQ'D PSI at 28 DAYS UNIT WT./CU. FT. (plastic) DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED. outiieiut CaQLothta EJ'eting €aboato BY _ 2i- I ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 9204 462-3000 April 16, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete or_24 Unit Condominium, Building No. 1 2533 NavarraDWei Costãfeä7Car1sbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the garage floor slab Lines 5 to 3 and 2 to 1, from A to E and Lines 5 to 1 from E to H on subject project for 24 Unit Condominium, Building No. 1. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code except as follows: Expansion joint deleted on Line 2, H to E. Replaced with contraction joint. Construction joints Lines 2 and 3 from A to E and Line E from 2 to 3 used #4 reinforcing bar rather than smooth 5/8" 0 bar. All contraction joints 1 inch in depth rather than 1 1/2 inch in depth. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 333-1-530 1904 1" Rock 1260 Sand 470 Cement N.J.E. 41 Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 82 1/2 Starting Time -7:30 a.m. Finish Placing - 2:45 p.m. RECEIVED APR 2 31974 CITY OF CARLSBAD Building Department Page 2 Project No. 2086C City of Carlsbad 4/8/74 One set of 3 cylinders were obtained during concrete placement. The 7, 14 and 28 day breaks will be reported when the Laboratory work is completed. ,-Ø?çtfully submited,. Will G. Catlin, RCE 1579 Distr. (2) Addressee 4i1City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attn: Mr. Nelsen, inspector (1) Mr. Ralph Bwy 4287 47th Street Suite 1 San Diego, California 92115 j ed p., ALYARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engln..r IA MESA, CAUFORNIA 92041 462-3000 April 16, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For _24J1n1t Condominium, Building Nos. 1 and 4 Navarra La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the slab on grade Building No. 1, Lines A to E and Lines 2 to 3; as well as Building No. 1, Line H, retaining wall footing, Building No. 4 all slab on grade. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Compan No. 335-1-530 1904 1" Rock 1260 Sand 470 Cement N.T.E. 41 Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 52 1/2 Starting Time - 7:15 a.m. Finish Placing - 11:45 a.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14nd 28 day breaks will be reported when the Laboratory work is completed. Resp=tfully submitted, A4Wiliaml. Ca in. RC 11579 Distr. (2) Addressee (1) Mr. Ralph Bwy. 1' City of Carlsbad 4287 47th Street 1,209 ,Elm Avenue Suite . 43j .92UQ C1ifrii '9i15 ALVARADO SOILS ENGINEERING WILLIAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Engino.r LA MESA, CALIFORNIA 92041 462-3000 April 19, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building Nos. 1 and 4 rr&.,QrivT La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of some of the poured-in place beams on subject project, Building No. 1, Lines 1, 5 and A and BuildingNo. 4, Line A. The placement of concrete and reinforcing steel was in accordance with the plans -and specifications and the Uniform Building Code, except that the contractor elected to form block-outs for anchor bolts rather than install the weld plates as set forth in detail 1/58. The concrete mix design was as follows: Nelson Sloan Concrete Comoan No. 350-75-550 1911 1" Rock modified 1265 Sand 448 Cement N.T.E. 39 gal. Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 19 Starting Time - 8:00 a.m. Finish Placing - 10:40 a.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory work is com- pleted. William G. Catlin, RCE 11579 mkd Distr. (2) Addressee 4rj'City of Carlsbad (1) Mr. Ralph Bwy ALVARADO SOILS ENGINEERING WILLIAM C. CATUN 78.0 LA MESA BOULEVARD IE1PHONE Civil En6ln..r LA MESA, CALIFORNIA 92041 442-3000 May 13, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 2086C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium, Bldg. No. I Garage Floor Slab ...2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen.: Forwarded herewith are the results of the 7 and 28-day breaks for the concrete pour made on April 8, 1974. Please refer to our letter of April 8, 1974, same subject as above for details of the placement. Respectfully submitted, ( William G.Cat in, 579 Distr. Addressee (1.) Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 End. mkd T4 of ID ALVARADO SOILS ENGINEERING WILLIAM 0. CATUN 7830 IA MESA BOULEVARD TELEPHONE Civil EigInu, LA MESA, CALIFORNIA 92041 •62-3000 April 29, 1974 City of Carlsbad Department of Building inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete for 24 Unit Condominium, Building Nos. 1 and 2 2533 Navarra Drive La Costa Ared, Carlsbad, California Gentl errien: This is to inform you that on this date, Lloyd Coffer .completed the special inspection of the 2nd floor deck slab, Building No. 1; and foundations lines 2, 3, and J Building No. 2 on subject project for 24 Unit Condominium. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson .Sloan Concrete Company No. 350-75-550 1911 1" Rock Modified 1265 Sand 448 Cement N.T.E. 39 Qal. Water The water-cement ratio was Pot exceeded. Total Cubic Yards Placed - 150 Starting Time - 7:00 a.m. Finish Placing - 3:30 p.m. Two sets of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory Work is completed. —Rectfu11y sub William G. Catlin, RCE 11579 Distr. r Addressee LII+ City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attn: Mr. Nelson, Inspector .I.I4I4o7'' Mr. Ralph Bwy 4287 47th Street Suite 1 San Diego, California 92115 0u(ieki Cafi tomita ciegUng gabohatoh9 INSPECTION TESTING • RESEARCH • DEVELOPMENT 6280 CQiuekdaPe Ct,eet • an CDiego,. Cao,ut[a 92120 REPORT OF COMPRESSION TESTS FILE NUMBER. 420044 DATE__ 5/6/74 JOB NAME------24 Unit Condominium ADDRESS-------2533 Navarra Dr. Carlsbad, CA ARCHITECT-----Derk Vyn & Ceorge Dueker ENCINER_____ CLIENT__.-----Alvarado Engineering X3 CONCRETE MORTAR O GROUT 0 GUNITE 0 Truck 4392 Ticket #E040860 LOCATION IN STRUCTURE... 2nd Floor Deck Slab, Bldg. CEMENT.._------------------Riverside Type II ADMIXTURE.:---------------- Pozolith 300 SAD ------------------------ Nelson-Sloan ROCK ------------------------ Nelson-Sloan MIX NO. OR PROPORTIONS.... 350-75-550, 5 1/2 Sacks TIME IN MIXER, minutes_...__. 60 Mm. SLUMP, inches-------------5 1/2" MADE BY------.--------------. L. Coffer #1 LABORATORY NO. MARK 2697 2036C-Jl - 2698 2CB6C-J2 2699 20B6C-J DATE MADE 4/29/74 DATE RECEIVED 5/1/74 DATE TESTED 5/6/74 DIAMETER, inches 6.00 AREA, sq. inches 28.27 MAXIMUM LOAD. lbs. 69,800 COMPRESSIVE STR., psi 2,470 " AGE TESTED. days 7 Days REQD PSI ,at 28 DAYS 3,000 . UNT WT./CU. FT. (plastic) DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED, outei Caioiuta Uesung SgaboAafoAS BY I4L / ouaie,ui Cd o1uiia Te Lng abokato,..j u INSPECTION • TESTING • RESEARCH • DEVELOPMENT 6280 wedae .Qt,teet • an CDiego. CaQioa 92120 REPORT OF COMPRESSION TESTS CONCRETE - MORTAR FILE NUMBER_ 420044 DATE 5/6/74 0 GROUT JOB NAME..... 24 Unit Condominium 0 GUNITE ADDRESS-------2533 Navarra Dr.; Carlsbad, CA 0 ARCHITECT-----Derk Vyn & George Dueker ENGINEER..___ Truck #391 CLIENT._...___... Alvarado Engineering Ticket #E041711 LOCATION IN 5TRUCTURE.... Footings Bldg. #2, Lines 2, 3 & J CEMENT..__--- --------------- Riierside Type II ADMIXTURE---- --------------- Pozzolith 300 SAND-------------------------Nelson-Sloan ROCK..------- ---------------- Nelson-Sloan MIX NO. OR PROPORTIONS.... 356-75-550, 5 1/2 Sacks TIME IN MIXER, minutes_.... SLUMP, inches:.....----------5 3/4" MADE BY-------------------. L. Coffer LABORATORY NO. 2700 2701 2702 MARK DATE MADE 4/29/74 DATE RECEIVED 5/1/74 DATE TESTED 5/6/74 DIAMETER, inches 6.00 AREA, sq. inches 28.27 MAXIMUM LOAD. lbs. 41,400 COMPRESSIVE STR.. psi 1,460 AGE TESTED. days 7 Days REQD PSI at 28 DAYS UNIT WT./ CU. FT. iplastic) DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED. goudieot CaQtottLa Efetig aboato - ALVARADO SOILS ENGINEERING WIWAM G. CATUN 7830 LA MESA BOULEVARD TELEPHONE Civil Rnglnur LA MESA, CAUFORNIA 92041 462-3000 April 8, 1974 City of Carlsbad - Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building No. 1 La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of garage floor slab, lines 5 to 3, 2 to 1, A to E, and lines 5 to 1, E to H, on subject project for 24 Unit Condominium, Building N. 1. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during place- ment of concrete. The concrete mix design was as fo1lcws: Nelson Sloan Concrete Company No. 335-1-530 1904 l Rock 'C1h1TED 1260 Sand 470 Cement MAY 8 17 N.T.E. 41 Water The water-cement ratio was not exceeded. CITY OF CARLSBAD Total Cubic Yards Placed - 82 1/2 Starting Time - 7:30 a.m. Finish Placing - 3:15 p.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory Work is completed. —ectfu1 ly submitted, 1(;g 2_ Distr. (2) Addressee (1) Mr. Ralph Bwy (7) City of Carlsbad 4287 47th Street 1200 Elm Avenue Suite 1 Carlsbad, California 92008 San Diego, California 92115 Attn: Mr. Nelson, Inspector ALVARADO SOILS ENGINEERING WILLIAM 0. CATLIN 7830 IA MESA BOULEVARD TELEPHONE Clvii Engin.., IA MESA. CALIFORNIA 92041 462.3000 April 3, 1974 City of Carlsbad - Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building Nos. 1 and 4 2533 Navarra Drive La Costa Area, Carlsbad, Califorp4a Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of some of the poured-in place beams on subject project, Building No. 1, Lines l,5 and A and Building No. 4, Line A. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code, except that the contractor elected to form block-outs for anchor bolts rather than install the weld plates as set forth in detail 1/58. The concrete mix design was as follows: Nelson Sloan Concrete Compan No. 350-75-550 1911 1 Rock modified 1265 Sand 448 Cement N.T.E. 39 gal. Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 19 Starting Time - 8:00 a.m. Finish Placing - 10:40 a.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory work is com- pleted. Lfully sub itt William G. Catlin, RCE 11579 mkd Distr.dressee e) C ity of Carlsbad Mr. Ralph Bwy outheiui J°eUrg gabohotohq INSPECTION • TESTING • RESEARCH • DEVELOPMENT 6280 Qiuedae 9theef • an COjego. Cdijohma 92120 REPORT OF COMPRESSION TESTS £ CONCRETE 0 MORTAR FILE NUMBER.....42 0044 DATE--4-10-74 0 GROUT JOB NAME-----24 Unit Condominium 1 GUNITE ADDRESS------.2533 Navarra Dr. Carrsbad, Ca. 0 ARCHITECT----- Derk Vyn & George Dueker ENGINEER Tr.#379 CLIENT------- Alvarado Engineering Tic.71r-E-037014 LOCATION IN STRUCTURE...Poured in place beams - Bldg. 41, Lines A,E, 1 and 5 CEMENT..__-----------------Riverside. Type II (& Bldg.1#4 Line A) ADMIXTURE------------------Pozzolith 300 SAND -----------------------Nelson Sloan ROCK ------------------------ Nelson Sloan MIX NO. OR PROPORTIONS.... 350-75-550 Mod. - 7 Sks. TIME IN MIXER, minutes----.l hr. SLUMP, inches ------------- 5½" MADE BY-----------------. L. W. Coffer LABORATORY NO. MARK I 2292 1G 2293 2G 2294 3G DATE MADE 4-3-74 DATE RECEIVED . 4-8-74 DATE TESTED 4-10-74 5-1-74 DIAMETER, inches 6.00 AREA, sq. inches 28.27 MAXIMUM LOAD. lbs. 80,300 124,800 COMPRESSIVE STR.. psi 2,840 4,410 AGE TESTED, days 7 days 28 days REQ'D PSI at 28 DAYS 3,000 UNIT WT./CU.FT. (plastic) DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED, outkeiui CaQioiuiia Uesting Sgabmtotig BY ALVARADO SOILS ENGINEERING WILLIAM G. CATI.IN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer IA MESA, CALIFORNIA 92041 462-3000 March 23, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the results of the 7-day and 28-day breaks for the concrete pour made on February 21, 1974. Please refer to our letter of 2/21/74 same project number as above, for details of the placement. Respectfully submitted, William G1. Catli'n, RCE 11579 Distr. J,24''Addressee (1) Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 mkd / • Lop 0 . OAKLAND SANTA CLARA TESTING ENGINEERS, INCORPORATED LOS ANGELES 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO, CA 92138 (714)222-1185 SAN DIEGO FILE No. 663 - SUMMARY OF COMPRESSION TEST RESULTS PAGE.-1 Joe: 24 Unit COndoiflifliUlM . Mix No. 350-75-550 SPEC 28-DAY SiR_3000 PsI ADDRESS' 2533 Navarra Drive TYPE _______CEMENT_____________ SCY SPEC SLUMP _______IN. Carlsbad, California ADidix ________________________________ AGO SIZE— —IN. YEAR: _'?L_ ULTIMATE COI.4PflESSIVE STRENGTH. PSI MAIL DATE Lab. No. DATE . OTHER _____ AND CAST LOCATION IN STRUCTURE SLUMP 7. DAY 2&.DAY TEST RESULTS INITIALS MO. DA • IN. AGE 662 2/21 Bldg. #1,. columns and Lines . 33 2330 3680 60-day Disc. 2/28/74 B2,B3,C2,C3,D2,D3. 20B6C-Fl, 20B6C-F2,20B6.C-F3. Made by L.W.C. . . . 'F (1) Alvarado Soils Engineering Company '(1) Nelson-Sloan Concrete Company PY ( ( THCdch . T,H. Chapinan,.E. 12882 AIVAR4DO $OIL$ ENGINEERING WILLIAM 0. CATLIN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 462-3000 March 20, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008, Subject: Project No. 2086C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the results of the 7-day breaks, 14-day breaks, where applicable and 28-day breaks for the concrete pours made on January 12, and February 15, 1974. Please'refer to our letters of 1/31/74, 2/12/74, and 2/15/74 same subject as ab,aor details of the placement. It s noted that Test No. 530 which was sampled from the floor slab pour did not reach 3000 psi however, the strength requirement for the floor slab o1i grade was 2000 psi at 28 days. Res ectfully submitted, William G. thim, RCE 11579 Distr. (1Addressee (1) Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 mkd p I— TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO, CA 92138 (714)222-1188 SUMMARY OF COMPRESSION TEST RESULTS OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO FILE No. 663 PAGE ONE JOB: 24-Unit Condominium ADDRESS 2533 Navarra Drive Carlsbad California Mix No 3351530 SPEC 2-8-DAY STR___3000 ____ _Psi TYPE H CEI4ENT_5 3 SCY SPEC. SLUMP 4 iN Aaiaix Pozz. 300 Acc SIzE_L.JN. YEAR; 1974 ULTIMATE COMPRESSIVE STRENGTH. PSI _________ MAIL DATE AND Lab. No • DATE . -- OThER______ TEST AGE RESULTS C29 CAST MO. DA LOCATION IN S1RUCTURE SLUMP IN. 7-DAY 28.DAY . INITIALS 347 1/31 Footings Bldg. #1, Lines 4 2580 4070 60-day Disc. 2/7 74 NA", '1E" and 1 and 3. . 2/22 /74 20B6C-A1, 20B6C7A2, 20B6C-A3 2 /28/74 Made by L.W.C. 3/15/74 346 1/31 Footings Bldg. #i., Lines "B" 4-1/4 620 4440 60-day Disc. ''C'', "W's IhI "G11 ,1111" and 2, 3, 4 and 5, 20B6C-A4, 20B6C-A5, 20B6C-A6. Made by L.W.C. 529 2/12 Bldg. 113, all footings. 31 2070 3430 60-day disc. • 20B6C-Cl , 20B6C-C2 ,20B6C-C3. Made by L.W.C. 530 2/12 Bldg. #3, 1st floor slab 4 1590 2810 14-day 2190 (all). 20B6C-Dl,20B6C-D2, 20B6C-D3. Made by L.W.C. 606 2/15 Bldg. 7474, all footings. 4,L4 2030 3610 60-day Disc. 20B6C-El, 20B6C-E2 206C-E3. Made by L.W.C. Alvarado Soils Engineering Company (1) Nelson-Sloan Concrete Company fltC:rnek T. H. Chapman, RE4 #12882 ALVARADO SOILS ENGINEERING WH.LIAM 0. CATLIN 7830 LA MESA BOULEVARD TELEPHONE Civil Eninoer LA MESA, CALIFORNIA 92041 462-3000 February. 21, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building No. 1 La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the columns on B-2,. 8-3, C-2, C-3, 0-2 and D-3 on subject project for 24 Unit Condominium, Building No. 1. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Nelson Sloan Concrete Company No. 335-1-530 1904 1" Rock 1260 Sand 470 Cement N.T.E. 41 Water The water-cement ratio was not exceeded. Tota1. Cubic Yards Placed - 3 1/2 Starting Time - 12:55 p.m. Finish Time - 3:20 p.m. One set of 3 cylinders was obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory work is completed. Aesp tfully submitted, William G. Catlin, RCE 11579 Distr. (2) Addressee ,(r1"ty of Carlsbad . (1) rio 1200 Elm Avenue Carlsbad, California 92008 Attn: Mr. Nelson, Inspector mkd Mr. Ralph Bwy 4287 47th Street Suite 1 San Diego, Californi 92115 ALVARADO $OILS ENGINEERING WILLIAM G. CATLIN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 462-3000 February 15, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Avenue Carlsbad, California Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building No. 4 La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the foundations on subject project for 25 Unit Condominium, Building No. 4. / The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 335-1-530 1904 ]H Rock 1260 Sand 470 Cement 41 Water The water-cement ratio was not, exceeded. Total Cubic Yards Placed - 34 Starting Time - 7:35 a.m. Finish Placing - 12:00 p.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory work is com- pleted. Res ectfully submitted, William G. CatTifr, RCE 11579' (1) Mr. Ralph Bwy 4281 47th Street Suite 1 Sari Diego, California 92115 Distr. .'Addressee (1) City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attn: Mr. Nelson, Inspector mkd ALYARADO SOILS ENGINEERING WILLIAM G. CATLIN 7833 LA MESA BOULEVARD TELEPHONE Civil Enine.i, LA MESA, CALIFORNIA 92041 462-3000 February 12 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the results of the 7-day breaks for the concrete pour made on January 31, 1974. Please refer to our lettei' of 1/31/74 same subject as above, for details of the placement. Reectfully submi ted, William G Catlin, RCE 11579 Distr. (2) Addressee (1) Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 j ed p I •.I,, I U I OAKLAND I TESTING ENGINEERS, INCORPORATED SANTA CLARA LOS ANGELES 3467 KURTZ ST.. P.O. BOX 6096. SAN DIEGO. CA 92138 (714)222-1185 SAN DIEGO FILE No. 663 - SUMMARY OF COMPRESSION TEST RESULTS PAGE._Q - .105: 24-Unit Condominium Mix No. 335-1-530 SPEC. 28-DAY STR Psi ADDRESS: 2533 Navaria Drive TYPE ....JI CEMENT____________ SCY SPEC. SLUMP ______IN. Carlsbad, California ADMIX. -Pozz. 300 AGO. SIZE IN. YEAR: 1974 ULTIMATE COMPRESSIVE STRENGTH. PSI 1 DATE - .- OTHER MAIL DATE AND TEST RESULTS LAB. NO C28 CAST MO. DA. LOCATION IN STRUCTURE SLUMP IN. 7-DAY 28-DAY INITIALS AGE ___ ___ 347 1/31 Footings Bldg. #i, Lines 4 2580 - ----------- 77 /74 HA", "E" and 1. and 3. 20B6C-Al, 20B6C-A2, 20B6C-A3 Made by L.W.C. 346 1/31 Footings Bldg. #1, Lines "B" 4-1/4 2620 "C a ''F'' 111311,111111 and 2, 3, 4 and 5. 20B6C-A4, 20B6C-A5, 20B6C-A6. Made by L.W.C. Alvarado Soils Engineering Company .~~Z~l fit4i*144~1,j 1 ;i, IL C hapman.. 'u1kC : ALVARADO SOILS ENGINEERING WILLIAM G. CATLIN 7830 LA MESA BOULEVARD TELEPHONE Civil Engineer LA MESA, CALIFORNIA 92041 B. 1. C E i v jj62-3000 February 12, 1974 MAR 2 81974 City of Carlsbad Department of Building Inspection crry OF CARLSBAD 1200 Elm Avenue Carlsbad, California 92008 Building Department Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condon:inium, Building No. 3 La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the foundations and slab on grade on subject project for 24 Unit Condominium, Building No. 3. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into place during placement of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Ccmpan No. 335-1-530 1904 1" Rock 1260 Sand 470 Cement 41 Water The water-cement ratio was not exceeded. Total Cubic Yards Placed - 180 Starting Ti;e - 7:45 a.m. Finish Placing - 5:00 P.M. Two sets of 3 cylinders were obtained during concrete placement. It is especially noted that one of the trucks had greater than one hour of time in the mixer. The second set of cylinders represent this concrete. The concrete was placed in the floor slab on grade. The 7, 14, and 28 day breaks will be reported when the Laboratory work is completed. R ,~espe,ctfull,y submitted, William G. Càtiii RCE 11579 Distr. (2) Addressee XCity of Carlsbad 1200 E1II1 Street Carlsbad, California Attn: hr. Nelson al 87 47th Suite 1 San Diego, California i 1 ALVARADO SOILS ENGINEERING WILLIAM G. CATLIN 7830 LA MESA BOULEVARD TELEPHONE Civil EnInear LA MESA, CALIFORNIA 92041 462-3000 January 31, 1974 City of Carlsbad Department of Building Inspection 1 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building No. 1 La Costa Area, Carlsbad, California Gentlemen: This is to inform you that on this date, Lloyd Coffer completed the special inspection of the foundations on subject project for 24 Upit Condominium, Building No. 1. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Uniform Building Code. Any welded wire fabric was all lifted into placedurip 0.3-acaman-+ of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 335-1-530 1904 1260 470 N.T.E. 41 FEB 4 1974 1" Rock Sand CITY OF CARLSBAD Cement Building Department Water The water-cement ratio was not exceeded, Total Cubic Yards Placed - 202 1/2 Starting Time - 7:45a.m. Finish Placing - 5:00 p.m. Two sets of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory work is completed. ,-.-R ctfully sub itted, William G. Ca n, E 11579 Distr. (2) j ed Mr. RalphAddressee (1) Mr Ralph City of Carlsbad 487 47th 1200 Elm Avenue ulte Carlsbad, California 92008 San Diego, California 92115 Attn: Mr. Nelson, Inspector A EJIES IDEPARTMENT INTERDEPARTMENTAL INFORMATION SHEET -, E:CEIVEj ffrVI5B ,-tr PLANNING DEPARTMENT LOT SIZE LOT WIDTH ZONE____________ UNITS PROVIDED ALLOWED PRKG. SPACES PROVIDED REQ._____ % OF COVERAGE ALLOWED BLDG. HEIGHT ALLOWED FRONT SETBACK SIDE YARD REAR YARD INTRUSIONS ENVIRONMENTAL PROTECTION REQ'TS._ = t LANDSCAPE PLAN ADDITIONAL COMMENTS ISSUE PERMIT DATE \ occur ENG1NEERING DEPARTMENT R.O.W. ellt INDUSTRIAL WASTE____________________________ PROVEMENTS_. SEWER CONNECTION_ rl, V0'-a' ________________________ DRIVJAY LOCATIONS_,'i" C(.17" GRADING PERMIT____________ EASEMENTS t21< DRAINAGE _ak- LEGAL DESCRIPTION ADDITIONAL COMMENTS N - (17ftTh,Fu -. ( A7/41e 11 , fl'ø('?i ISSUE PERMIT ILL_DATE OCCUPANCY 4n- 4 ,7 q44/75 /, iL Z i-192; 7, FIRE DEPARTMENT SPRINKLING SYSTEM I2t Ld PkA f'- F FIRE PROTECTION EQUIPMENT Ac S(Aa FIRE ALARMS _ J EXITS HYDRANTS 9 4.d5)P2i_/2f r.. LOCATION_ ITICNAL COMMENTS UE PERMITQ.WcQCQ.'.DATE ) / 73 OCCUPANCY ATER DEPARTMENT I I I M WD '. 1"'CARLAD r OLIVENHAIN________ SAN MARCOS_______ - 'S-, • / -.----S--_ DITIONAVzM1rETS ) ANCY DATE _gvt .4NING. I n.- 1T aIfl( SENT TO ENG DEPT. 11 I PFTIIRNFfl Tfl Pfl(,. DEPT. LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name: Ralph Bwy Receipt No. 3307 Mailing Address: 4R7 47th Street San _Diego_92115 Phone No.________ Job Address: Navarra Drive SERVICE REQUESTED: Condominium, La Costa South Unit #1, Lots 38 &'39 COST CONNECTION CHARGE 16 units for Condominium. (type of building) s4,800.00 If a multiple unit building, indicate no. of living units 1 SERVICE LATERAL Lateral installed by La Costa If service lateral previously installed - No Fee If service lateral required: Surcharge 850.00 Check size lateral required: Amount Rec'd $_$8,500.00 (4")— (6")- Other_______ How Paid check 4622 Date Paid 11-21-73 Saddle connection required: Yes— No— Rec'd by: J. Geiseihart TOTAL CHARGES check dated 10-29-73 $c.cicn..nc The application must be signed by the owner (or his aithorized 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; and it must be insDected and approved by the District before the sewer system may be used by the applicant. The applicant, or his authorized. re 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 will 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: • A i ~ ~ 1173 Owner's S e Date COST V - -- - - ----. -- ------ LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name: Ralph Bwy _______ Mailing Address: 4287 47th St San Diego 92115 Phone No.________ Job Address: SERVICE REQUESTED: Condominium 8 units, La Costa South Unit #1 Lots 38 & 39 CONNECTION CHARGE for Condominium (type of building) If a multiple unit building, indicate no. of living units p SERVICE LATERAL Lateral installed by La Costa If service lateral previously installed - No Fee If service lateral required: Check size lateral required: (41_ (61_ Other_____ Saddle connection required: Yes. No Amount Rec'd 8,500.00 I How Pai # 2522 Date Paid 11-21-73 Rec'd by: •• Geiseihar 450.0 '/46r/7.3_____ TOTAL CHARGES The application must be signed by the owner (or his ifuthorized 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; and it must be inspected and approved by the District before the sewer system may be used by the aoplicant. The applicant, or his authorized rei 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 will 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: pwner'_;ge Dat Receipt No-3308 L.- I F ....' Application for Grading Permit CITY OF CARLSBAD PUBLIC WORKS & BUILDING DEPARTMENT 1200 Elm Avenue 729-1151 PERMIT X0.________ (letter code -1 number Llot S=subdivis ion C=City contract flEC cc FOR APPI lCAr"iT TO Fill IN Site,Address Surety Bond Bond No. Legal Description Map No Surety Company Subdivision Name Surety Address )wner Phone f / 7/ Date Filed Rec'd by ),.qnerl,s Address ,,, ,, Cash deposit Rec'd by Date filed 'lans, by Clvi R.C.E. The following documents are required and shall become a part of the grading permit when they are approved. ,Grading plans ?-<Specifications ><Soi I report Vicinity map )Dràinage structures >(Retaining walls )Compaction report _Other Address Phone 79307, Soil Engineer R.C.E. Phone rag Contractor Phone . if supervised ddress -$ Ik7rad 4Lt/4/ c-%-Y,-d ing SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT arty on ible for overall supervision I. Authorized hours of operation: 7:00 AM to roposed use of'çjradè site _•4" 5:00 PM, Monday-Friday. Haul routes are to be approved by City lumber of cubic yards Cut Fill Import Waste Engineer. Adequate provisions shall be made for erosion and siltation control. All slopes shall be planted per direction 6±cc2 v 0 of Parks & Recreation Director. Total 2cc" Compacted fills (yes or no) Proposed Schedule of Start Finish Operations (dates) 4773 4. ', T - I hereby acknowledge that I have read the applica- tion and state that the information I have provide 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. Signature of Permittee ___-7:.-/-c:1 Owner or authorized agent _ - INSPECTION DATE INSPECTOR'S SIGNATURE Ground preparation Rough grading Compaction report rec'd. Planting & drainage Final certification rec'd. Grading permit fee $ 9 (' C, work compieea Surety bond released Permit Val idption by Date______ Permit Expirat ion Date THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT 15 VALID FOR A SIX (6) MONTH PERIOD 0 0 WOODSIDE/KUBOTA & ASSOCIATES, INC. CONSULTING ENGINEERS 2965 Roosevelt St. • P.O. Box 1095 • Carlsbad, California 92008 • (714)729-1194 September 30, 1975 City of Carlsbad Department of Building & Safety 1200 Elm Ave. Carlsbad, Calif. 92008 Subject: •Cota Verde Subdivision— Lots 38 & 39 - La Costa So.uth Unit No. 1 - Carlsbad Municipal Water District. Gentlemen: This letter is to confirm our telephonic reporting to you that the subject subdivision has completed its public water system and our District has formally accepted same for operation and maintenance. Accordingly, we have no objections., for your agency to process appropriate request for occupancy of the individual units and water service will be made available by regular procedures of cation at the Water District office.. 4Vetruly your., ~ acik Y. Nta.~Distr-ict 5tlsbajMuniciPa1 Water cc: Carlsbad Municipal Water District Costa Verde*- Mr. Ralph Bwy the public appli - Engineer District JYK/le In Orange County, Santa Ana 7325 It rl .1 Dc// R vvvc9 0 O% o vo .ç 00J -2v -Y6 i Y La 00 Q,;,17 w 'L(Z. 00 &/; /3 6 'I hl-sbeo~~' \\ jrSI ii 1 4- .__v_7/ -Dp-1/f)1/ o- E _ 7s12/g 4g'b I. / 1' 0QO) -:(0iQ) .---)-J1c:' £ K sov vl C .) 1 _!i*;.4/ p,# / Don Bill Marshal Woolenchuck Dave Roy Jobe Gay COSTA T1dOJJ 2533 NVR(1co ALPH BWI 47,Street #1 .4287 Rancho La Costa, San Diego, Ca. 92115 LA COSTA . SUB-CONTRACTORS h 436-2861 ph: 281-7133 / ARTIMEX IRON (stairs) Jose Padilla 429-6242 • BARHAM ELECTRIC Jack Barham . 284-9245 RECEIVED BRADWISE ROOFING. Wess 444-9489 JUL. 1975 464-0423 (home) CABLE COMM CITY OF CARLSBAD 280-2673 Building Department - - - COMMERCIAL FURNISHINGS (carpet) Carry Hanaf in - 28677151 CONTRACTOR SUPPLY Jay 262-9911 CROWN DOOR & TRIM CUSTOM CRAFT MARBLE CARLSBAD BLDG. INSPECTOR CARLSBAD FIRE MARSHAL DAVE'S CLASS FIREPLACE DIST. JOBE GAY CONCRETE SAWING HOFFMAN ATCHLEY CABINETS Jim Ritzell or •. Don Kay L & M PAINTING Carl Larson Rick's home LA COSTA COMMUNITY ANTENNA SYSTEMS LUCADIA COUNTY WATER DIST. WOODSIDE KUBOTA John Pierce 465-2290 447-7887' 729-1181 729-5937 447-7025 453-9300 729-1329,. 295-4461 213-341-5701 444-8928 444-8016 N 729-911]. 753-0155 729-1194 MILLS CONCRETE Ron Mills 582-4114 291-1954 (home) METOS SAUNA Gene Hundhausen 291-8949 Mark Hundhausen 291-4114 PATIO POOLS - AZURE CONST. Mr. Beneto 460-3565 466-4315 (home) PERNA TILE Tony Perna 222-3727 Ramona--789-0964 (home) .. POWAY VALLEY PLUMBING Tom Devlin 278-8378 SAN DIEGO GAS & ELECTRIC Mr. Sprint 722-5463 Mr. Cotter (Operations) 729-4917 SORRENTO SAND --- 276-8400 SORRENTO VALLEY DISPOSAL --- 753-4157 SQUIRES BELT MATERIAL CO. --- .232-8188 SUPREME PAINTING & DRYWALL Art Hopkey 287-2910 RAY TORRICELLAS (plaster) --- 465-6421 UNITED CALIF. INSULATION Bob 444-6109 VICO PRODUCTS'lct'4 )4i.&.. Ted Davidson 213-442-4420 '71ighters) 213-686-0509 VIKING FIRE PROTECTION Jay Kam 463-8864 WESCO HEATING & AIR Dick Glover or 448-6550 Walt Latham 444-2667 (home • 448-3728 (home WEST COAST HDWE. Leonard Small 565-2881 : WESTERN LUMBER --- 262-9963 WHIRLPOOL Steve Olden 454-8444 454-5831 (home)