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Home My WebLink About2536 La Costa Ave; ; 74-1013; PermitBUILDING PERMIT APPLICATION '"2 1 City of CARLSBAD, CALIFORNIA 92008 ,..-r, .,,/ Applicant to complete numbered spaces only. Phone 7 29-1181 Permit No./&.; - JOB ACOR CSS &?~~ ASSESSOR'S ?✓€3& ✓A ~Jfcl PARCEL NUMBER LOT NO, 8LK I T;ACT C 0;,,17t UNlrW.J.. .. ~-.-1<. ?AGE I F> AR LCCAL I /,,.or 2-7 0sec A~TACHFD SHCCTI 1 ocsc•. ., OWNt" ~ MAIL Aoo•css z,o ~ 7:i,it_1[1/~ PMONC -,7 :~F:;, -., ~VI 2 Ill ;.,/U,S. 7: ' I ' ~ "'7 /.,, ('Ii""-·• ~.-..II 9;fAA,. "_{ -!. Z:,/tt,t _ V-( • CON TIIIU,C TO,. MAIL ADDACSS PHO~U; LICCNSt ,-.o. ST.ATE CITY 3, ~ AftCHITCCT OA 0[.SICNC" MAIL AODRCSS PHONE ,S~c~baJt:" / C -S:tt I 4 NI>£ J"A+J'vl , il1 '.,/ffR;f lJ) C,,,,i"': -Alltfl J . CNGIN[C~ MAIL AOORCSS PHONE LIC£.HSI: NO. . 5 I el-D X ltSA~ lb27l COMF>ENSATION INS. CARRIER MAIL ADDRESS IRA.NCH 6 /J USt 01' BUILDING .-4, /.fl ~x· 7 "I'll v-J:: . 8 Class of work: □NEW □ ADDITION □ ALTERATION □ REPAIR □ MOVE □ REMOVE 9 Describe work: {A/OOD Ff-&/t1Ja, Le7J'trl-510/AJ~ , . 10 Change of use from ~ Change of use to 11 Valuation of work: $ <'8:,,,,1,, CJ1Q PLAN CHECK FEE$ I PERMIT FEE s'127q 7P- SPECIAL CONDITIONS: ,J Ir MICRO FIL.M FEE Type of Occupancy T Const. ( Group -. Size of Bldg~,j No. of I Max. (Total) SQ. l:ia Stories 0cc. Load -Fire Use ,,., Fire Sprinklers APPLICATIO"-ACCEPTED BV PLANS CHECKED BV ~~fOR ISSUANCE BY Zone :) Zone Required 0Yes llJNo No. of OFFSTREET PARKING SPACES; ,DATE ~k Dwelling Units ! No, I~, 'T'"°· DA.TE Covered Sq. Ft. ., Open NOTICE / Special Approvals Required Received I Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB• PLANNING DEPT. ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC· TION AUTHORIZED IS NOT COMMENCED WITHIN 120DAYS, OR IF FIRE DEPT CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS ENGINEERING DEPT. APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER DEPT. 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 TH&: PERFORMANCE OF CONSTRUCTION. '¼u~k F6 r. ~ • '-' 1 , -7,L SIGNATu•t o, CONT.AC TO• o• AUTMO.IZCD AC£~T ,o IDATI) SIGNATU,.E 0,. OWNER ti,. OWN[II' autLDE") {DA Tl) ______________ W_H_E_N_P_R_O_P_E_R_L_V_V_A_L_ID_ATED (IN THIS SPACE) T H IS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR \ INSPECTION RECORD 1lf--,o 13 ' 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 N~TEj, FOLLOW.UP, ETC. ?-.2 7 --,,; /~a.7~ /<' l l -14-74 __ Frame O.~ B.~lson -- O Residential REQUEST FOR CJ Mobilehome Park O Multiple Res._, Tract _ INSPECTION IDL .............. Space # ......... . Inspec::;::~\~ ........................ Pe,m;, No. . _ Date f ./£ ) S :;:;;,:,. .. dz 6':?: 'I.,,, ~y..,, . ~ ............ . Address ....................................................... d. .. ,,J ..... , .. J ... 0. .................. • ,~z. ... &~ .. <.. ... : B(JILOING PLUM BING EL ECTRICAL MISCELLANEOUS ................................ □ ............................... □ ................................ □ ................................. □ .................................. O Gas .......................... O Pool Bonding .......... D Porch ........................ 0 Fdn. Forms .............. D Water Heater ............ □ Pole ....................... D Patio ........................ D Steel ........................ D Soil Line ............... □ Pump ................... D Driveway .................. 0 Sheathing ................ D Undergrnd. Plbg ....... O Underground .......... D Sign .......................... D Lath .......................... 0 Undergrnd. Water .... □ Ceil Heat .............. 0 Wall .......................... 0 Frame ...................... D Ro gh ..................... D Rough . . .......... D Fence ...................... D Final ........................ inal ............... .... inal .... ..... ...... .... ading .................... 0 Ready for Inspection ~ Tues. Wed., Thurs., Fri. ~ Special Instructions .... : ........ ~.............. . .............................. . ............................. . iW-¥~········~· ... ~~ 7 ·····~······~ Requested by ............................ ,.......... ........ L '/ . . _ J c? Phone number·············· ... ·.................... .. ..-......... re; on Tl k.ing Report. ................................ · ..... . ) ..,. .. ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 7 29-1181 Perm it No JOI ADDllfl 1.59 '· ~ 4J LOT NO, I ILK I T~AC T (Oser. ATTACHED SHE:ETJ L~U L I 1 ouc~. OWNtl't ----~- MAIL ADOPU:S.S tlP PHONt 2 ---- CONTfltAC TOllfl I ~ MAIL AOO,-ESS ~ PHON l ;rz. c. c.,. I ::, b LIC(N.$! NO. STATE CITY 3 . St;, 7 lfL_ ~ ~ _L ~u J AllflCHITtCT 01111 Dt51GNr:llfl MAIL. Aoo.-css PHONE LICENSE NO, 4 <NGIN£El't MAI l. AODR £$9 PHONE LIC~NSC NO. 5 COMPENSATION INS CARRIER MAIL AOOflltSS llfltANCH 6 U SE o, autLDING 7 8 Class of work: Q_NEW 0 ADDITION □ALTERATION 0 REPAIR 9 Describe work: Lk)-AAJ.-vt,,} tii.,,_+: ~· -~P / PERMIT FEES No. Each Fee SPECIAL CONDITIONS: ISSUANCE OF EACH PERMIT _Jc [,[ii" -- NEW CONSTRUCTION, FOR EACH /75 APPLICATION ACCEPTED BY PLANS CHE CKE 0 BY APPROI/E0 FOR ISSUANCE BY AMPERES OF MAIN SERVICE, SWITCH, L/3'. /J FUSE OR BREAKER - -?.'_JC/". DATE NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INr,REASE 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 REMODEL, ALTERATION, NO CHANGE PERIOD OF 120 DAY~ AT ANY TIME AFTER WORK IS COM MENCED. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS INCREASE APPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS ANO ORDINANCE!> GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED 11 HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT TEMP. SERVICE UP TO AND INCLUD· fJ-f~ 1~,.c 1, PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE s PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 1-- ,,,, I TEMP. SFRVICE OVER 200 AMP. £1 ,I ~ PER 100 I r ----'..t t SIONATUIII OP' COMTflACTOII 0111 AUTHOl'IIZID AG&NT , CDA/EI ; ,,,... PERMIT FEE ~ t ,~, ■IGt.l.&TU■r OP' OWNUII ,, OWNUI aulLOIUll (DATI WHEN ,AOPERLV 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 2-18-75 Rough 0.K. B. Nelson USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. .. PLUMBING PERMIT APPLICATldN City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only. J08 AODII CSS .,., :''53& /..ll ( O 5,i A f}i1€ L.OT NO, I OLK I me~ U, (iOST-'f So · LEOAL I ,)7 ')u1-r I 1 otsc•. OWNER MAIL AODAtSS ZIP PHO NC 2 ----,-;/EopuRc ,.J~o.~ ·c_·/ -:7,1v C'AmJ , ,_?r.~ A?!?, --. I, !~(. l Ji -CONTRACTOR M'ie.lL ADDRESS PHONE LICENSE NO, STATE CITY 3 { J ',Al JC ~ AIIICHITECT 0'1 DE51GNCII MAIL ADDRESS PHONE LICENSE NO. 4 tNGIN[E" MAIL ADDRESS PHONE LICENSE NO, 5 COMPENSATION (NS. CARRIER MAIL ADDRESS B1111:ANCH 6 . use. OF ISUILDINC. 7 8 Class of work: 0 NEW 0 ADDITION 0 ALTERATION 0 REPAIR " q Describe work: PERMIT FEES No . T ype of Fixture or Item Fee SPECIAL CONDIT IONS: . =? WATER CLOSET (TOILET ) s.q. ('°('; :.J_, BATHTUB -.... ( .. 4 LAVATORY (WASH BASIN) Ir· ~o /,.L, SH OWER / .. -c I KITCHEN SINK & DISP. / ;;;-a I DISHWASHER / • ;"'f") APPLICATION ACctPT[O BY PLANS CHECKE OBY APPROVED FOR ISSUANCE BY 1 LAUNDRY TRAY / _,,.., I CL OTHES WASHER j "-· . "' .; DATE ,'.L WATER HEATER ) ·, ~.-, NOTICE URINAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC DRINKING FOUNTAIN TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF / FLOOR SINK OR DRAIN ; / 1-ir-'.) CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK MENCED. 7 GASSYSTEMS:N010UTLETS ,-a ➔uo ~ I l'l I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. .J WATER PIPING & TREATING EQUIP. ,. '?'in ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHET HER SPECIFIED WASTE INTERCEPTOR HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE / VACUUM BREAKERS --~ (_/ PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING I (,'0 CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LAWN SPRINKLER SYSTEM ? ., SEWER j•;,. e CESSPOOL c;: SEPTIC TANK & PIT - ROOF DRAINS it2~=•0 ~ .~ 2;~✓ PERMIT s 7 · 't?"> TOTAL FEE A ~., ~ SIGNATU .. t OP' owtu:" "' OWN[A 8UILO[A) ,__ !DATE) I WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT PLAN CHECK VALIDATION CKt M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR tf,;;,-;y u/,e o,1c 4~~~~ I 11-14-74 Shower ~ans O.K. B. Ne l son ? 1 A 7 1 ~hrn.r,::,r n;:inc::: n u ~ N,::,l C:::(")n . USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. . MECP1A"8CAL PERMIT APPL2ATION Permit No.--~- ~ City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. Phone 729-1181 ' JOI ADDlt ltSS LCGAI. I 1 ouc,.. 10sec ATTAC><tO S ><EtTI ZIP PHONE L ICENSE NO, A"CtUTE'C1 OR otsic.irtUV # ti • ......-----,,.ud''C" A0 011tcS·s .,... --· -, Llc\NSE HO. - 4 CMG-IN CEIi 5 L.CHDCflt 6 -. -8 Class of work: WNEW 0 ADDITION 9 Describe work: SPECIAL CONDITIONS: I APPLICATION ACCEHED BY PLANS CHECKED BY r .;_,11 ..,1~// ( MAIL AO0ft£SS M AIL AODflll:ss 0 ALTERATION 'V' ---7 PHOHt I.ICENSC NO. ' 0 REPAIR ....... 1 I • Type of Fuel: Oil 0 Nat. Gas D LPG. D PERMIT FEES No. Type of Equipment AiT Cond. Units H.P. Ea. 'f ,~. Refrigeration Units-H.P. Ea':' ~ Y M-:7.. ,_ ---Boilers-H.P. Ea. Gas Fired A .C. Units Tonnage Ea . ./1 ~ Forced Air Systems B.T.U. _;."oo Q M Ea. 0 ... ~ 0 z (D ,,, ► lJ 0 0 lJ ,,, Ill .. --- Fee A.PPR°l7. 155/E ev ...._ Gravity Systems B.T.U. 1 ~ 00~: Ea. .r,. ~-/4 ·-? 1----.-+--'---'-~;;__::_:..._.::...:__ _ ___:: __ __:_M__:_ __ ~-~--l Floor Furnaces B.T.U. I ' --\< Wall Heateri. B.T.U. "-NOT ICE .-'-I / -/ M J Unit Heaters-B.T.U . . Evaporative Coolers ; ' Clothes Dryers 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---+-'---'--'--'--'--------------+----+-__, Ventilation Fan Range Hood I H EREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS A PPLICATION ANO KNOW THE SAME TO BE TRUE ANO CORRECT. A LL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS T YPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. a,/.?.-'/ ,, (DATtf "IIGNo\TI "t OP' OWNUI f!P' OWNE" 9UILDCJII OAT£) Air Handling Unit- Incinerator WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT C.F.M. PERMIT TOTAL FEE PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. INSPECTOR CASH :z a 1 - INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 11-1 4-74 Heat E~M~.D uct· O.K. B. Nelson ' C =----------------CER IFICATE OF :QUALl°FIED •:... 1 LICENSEE• . . . - CONFORMANCE 'HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the f)roducts identified below and on attached sheets Nos. ___ _ ______ are marked with th" Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conlormance with applicable provisions of U. S. Product Standard PS 56 73. for Structural Glued Laminated Timber, and that such manufacture has been at our plant•in SPRJNGFJEl,D, OREGON , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The undersigned manufacturer further certifies that the work_ has been done in accordance with the applicable job specifications. The manufacture of these members complies with the manufacturing and fabricating prm/isions of Chapter 25 of the Uniform Building Code. JOB NAM, _________ K_E_L_L_E_·R __ 1_u_rm_._E_R_S_A_L_E_s ______________ ~_ JOB 'OCMiON _________ R_E_·_D_D_I_l_~G_,~•_C_A_UF __ O_RN_I_A __________________ _ Ci.JSTOMf Rs or,r:irR N(l ____ 1_2_7_0 _____ 0Alf 7-18-7 4 MFGWS ORDfR NO ___ 1_9_6_3_-_c _____ _ =RE~ ~1'~ Taylor COMi'AN, __ R_O_SB::..:Oc..:R:.:.O=--c..:L::..:UMB::.:...:..::E:.:.Rc..' ...::c:..::o__:. __ mu !1111. , Lam P 1 ant · Aoo, ess S • 2 2nd. St • 0• "--A'-'u"'g'-.--'-7_,,--'1'-9_7.:.....:4 __ A/TC ff CREB Y CFRT/F/ES that the said company at its said plant is licensed by the AME RICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in dfr.ct ..it said plJnt is periodically insp1 ctcd and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTHUC rlON, and that, in the judgment of the under- signed, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer;" AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 1823 S,gned f~r • _, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION _,->',,,; ! .1· l ,,""1' f,Pcur,ve V,u;, 1·,,..,,,/.,n1 Monoger. ln1p€'( r,r,n 811reou r,_~ 19/3 /\MF.RICAN INSTITUTE OF llMBER CONSTRUCTION AITC~OHM 1/l·l-/l ' ., ', I ,>'-ii . :,1. ,;' '''·'. ',, I d'. . ,._, "' :~ ... .,,, .,, ~ .,, ; •• J ~ .. -,,, ' INTERDEPARTMENTAL INFORMATION SHEET I I 1 I 1 / DATE: ,.,._ ...,_,. 7 T ILDING ADDRESS: ___ . ....!::o?.::=...l...S::1-"J~...::l!G~------l~~::i......<::........>::~=~co=:::£.,c;,,..,..I /;6G,-d""""',. ~~==:i;;....·-----' ... PLANNING DEPARTMENT LOT SIZE __________ __,_OT WIDTH _________ ZON"-------~- UNITS PROVIDED ____ __,..LLOWED ____ PRKG. SPACES PROVIDED ____ ,REQ. __ % OF COVERAG"-___ ALLOWED ____ __.,LDG. HEIGHT _____ ALLOWED ____ _ FRONT SETBACK ____ SIDE YARD, _____ REAR YARD, _____ INTRUSIONS ___ _ _________ LANDSCAPE PLAN ______ _ ·• ISSUE\PERMI DATE DEPART PRINKLING SYSTEM ___________________________ _ . IRE PROTECTION EOUIPMENT ___________ .rlRE ALARMS ________ _ XITS----,--------'-----------------'--------- RE HYDRANTS ___________ _ LOCATION, ____________ _ . DITIONAL COMMENTS __________________________ _ UE PERMIT _______ ,DATE _____ OCCUPANCY ______ DAT"------- EPARTMENT , ____ OLIVENHAIN,_ ___ SAN MARCOS ___ _ _____ OCCUPANCY ______ DATE ____ _ SENT TO ENG. DEPT. ------- RETURNED TO BLDG. DEPT. DRESSELI-IAUS ENGINEERS PHONE: 714 726-4488 CONSUL TING CIVIL ENGINEERS 511 SOUTH SANTA FE AVENUE· VISTA, CALIFORNIA 92083 DONALD F. DRESSELHAUS, C.E. June 7, 1974. 1".r. Theodore Aroney, Namara. Inn, 710 Camino Del Ma.r, Del l'J&r, Ca., 92014 • lJear l•ir, Al'Oney, DEV 625 You have pr:-<0:viously received a Pr•l1rn1na.r,y Soils Rttpcrt prepal'ed by Benton i!llgineering Inc. dated June 2.'.3, 1969, vie have their recommendatiom1 a.nd h;;.ve supplied comp&ction control during construction tor your residential site located on La Costa Avenue, Carlsbll.d, as shown on the enclosed sketch, and known as lot 27, la Costa South, Unit #l, This report is to provide you with the results of the field testing program, and the J.aboratory test results. Our observatione /;llld evaluations follow: I visited the site, and it was a typical !lag shaped vacant lot extffliing 254 feet north !rom La Costa Avenue, and having a maximum width o! approximately 91 feet. It contained a small previously constructed residential pad. The site sloped 10% to 15% to the northwest, A visual inspection ot the site was nw.de, and except for the expaneive nature of the natural soil, u indicated· in the preJim:lnilry eoils report, no unusual conditione wd.eted and no evidence of ground water or high water tabJ.e was encountered. There wre -~hree typee of soiJ. encountered. They were (a.) a dark brown silty clq ,topsoiJ.)J (b) &. light green siJ.ty cllq (natural ground)J and (c) a bNdn silty sand (DO/import). Representative samples of the soils were taken to the laboratory and moisture density curves prepared in accordance with M:.TI.l !J-l557-70(A), with the !olloWing results,-' Soil 'fype (a.) dark brown silty clay (topsoil) Optimum Moisture (percent) (b) light green silty clay (natur&l ground) (c) brcwn silt,Y sand (00/illlport) l.'.3. 6 14.0 7.6 Ma.ximum Dry Cieight Density (lbs1/cu.tt.) uo.e 110.0 l,'.31.0 Prior to compa.ction operations, all areas to be graded were cleared ot grass a.nd vegetation, and the existing fill wa.a removed and stockpiled. Initial fills were made from excavations on the site, and placed in comp&cted lilts of 611 to 811 a.Jli oompa.cted by sheepstoot roller. The max1mm t\epth ot fill utilizing soil types (a) a.nd (b) waa a.pproxima.te.ly 6 • .'.3 !eet. OV.r this, approximatel,y 4.l teet ot the imported 00 material waa &110 pl&ced in COJIPEICted litta of 6N to 811 and c0111p&eted 'by aheepstoot roller. · DRESSEU--IAUS ENGINEERS Field density t.est.11 were pertonllld in accordance with AS'l'M D-1556-64. The locations are shown on t.h• attached 11lcetlh, and th• relllllte are •• tollcnra: Depth llillat.i ve D&te Teat ot Fill Moisture Dry Weight. Ccmpact.ion Soil ot Test. ..ll.2.&. (teet.) (percent l <D,,,,u.tt. > Cperoent.) .D. 5/29/74 11'3 2.0 12.4 lll.2 101.0 (a) 5/29/74 #4 4.4 12., 102.0 92.4 (a) 5/30/74 16 6.l 15.6 108.0 98.4 (b) 6/3/74 #10 8.2 8.2 JJl.2 100.0 (c) 6/3/74 #ll 10.2 6.2 120.5 92.0 (c) A San Diego County expansion test was run on the brown silty said (DG import) and it. wae tound to be non upanei.ve. Soil types (a) a.nil (b) wre aellUIIIK t.o be crit.ical.4 expanei ve ae indicated by the ato~nt.ioned preliminary soils report. C011clusions and !jllC0111Uendat.iorus The proposed development. can be euccesafully carried out. without. detrimental ef'rect.11. Compact.ion control wae dowi in accordance with the attached specifications. The ~ feet. of brown eilt.y Band onrl,Jing the axpanei TII material w1ll sustain a bee.ring load of 1000 lbe./eq.ft.. Footings should be not. less than l2 inches in depth for a om et.oey house, and not lees than lB inches in depth tor a two story house, and should contain not. less than t,-wo #4 bars continuous. One #4 bar to be within 3 inches of the bottom of the footing, a.nd one #4 bar t.o be within 2 inches ot the top of the footing. Welded wire lll8M (6 x 6 x l0 x l0) should be placed in structural slabs am extended not leas than l2 inchee into the footinge. Finiehed grade ehould elope a~ trom the foundation structure. This compaction control project has been satisfactorily caapleted. Sincerely, Civil Engineer DID/DP/at Encl. .,, · · '.' 1;Ci·•" .,,,. ·--.,·, ll f '.''!! :~1,·Gc ~:'l.ll•·,·; r'P. ,i:11, ""' • :.1P :..i;,1•..;1 '',q:, ·-:'"kl,._.,\! --. ·· -, :Pll;H J • '-·' .-•• ·-, •• , !« 'ti May 2, 1974 City of Carlsbad Building Inspection Department 1200 Elm Street • Carlsbad, California 92008 Subject: Project No. 74-4-29DF Inspection of Lots 26 and 27 Lo Costa South l!nit No. 1 Carlsbad, California Gentlemen: • In accordance with the request of the Building Inspection Department of the City of Carlsbad, we hove made on inspection of the soil conditions e:cisting on tho subject lo!~. An inspection was made by a repre!entative of our organization on May J, 1974 and it is concluded that the soil conditions are essentially tho scm!l as presented in our report on tho grading of this subdivision doted June 23, 196?. The soils in the upper three feet below finished grade were classified as critically expensive and therefore the recommendations for special design and prciccutions presented in our prllvious report should be incorporated In tho plans and specifications for cny proposed construction on these lots. If there are any _further questions concerning the ~oil condition3 on these lob, plce1e contact us. Respectfully submitted, BENTON ENGINEERING, INC, Reviewed by 0/' (?./ ~2--:z=.... ~gn:c~er RCR/PHB/r,k Distr: ( l) Ac!dresses (2) Mr. Theadora Aronoy BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6741 EL CAJON BOULEVARD il'HILIP HENKING BENTON ~Rl:SIDl:NT • CIVIL IENGINIEllR Rancho La Costa, Inc. Route I, Box 2550 Encinitas, California 92024 &AN OIi.GO, CALl,.OANIA •21tS June 23, 1969 Subject: Project No. 68-11-23D Gentlemen: Fl nal Report on Compacted Filled Ground La Costa South Unit No. 1 Rancho La Costa, California ■AN D1coo, •••·•••• LA M1t■A• 4•••■e■4 This ls to report the results of tests and observations mode in order ta inspect the compaction of filled ground placed on certain areas of Lots I, 3 to 7, inclusive, 14 to 25, inclusive, 34 to 39, inclusive, 43 to 46, inclusive, 54 to 58, inclusi-,e, 62 to 72, inclusive, 82, 83, 84, 86, 87, 89, 90, 110 to 120, inclusive, 122, 123, 131, 132, 151 to 154, inclusive, 166 to In, lncluslve, 181 to 184, inclusive, and Portions of La Costa Avenue, Navarra Drive, Vielo Castllla Way, Nuevo Castillo Way, Sevilla Way, Levante Street, Galicia Way, and La Coruna Place, La Costa South Unit No. I, Rancho La Costa, California. The fills were placed durirg the periods between February 4, 1969 and May 2, 1969. The approximate areas and depths of filled ground placed under our inspection In accordance with the approved specifications are shown on the attached Drawirg No. I, entitled "Location of Compacted Filled Ground." The gradirg plan used for the placement of filled ground was prepared by McIntire & Quiros, Inc. dated January, l968. The approximate locations at which the tests were taken and the final test results are presented on page Nos. 4 to 19, inclusive, under the "Table of Test Results." The laboratory determina- tions of the maximum dry densities and optimum moisture contents of the major fill materials are presented on page No. 20, under the "Laboratory Test Results." Some of the maximum dry densities shown in the ."Tobie of Test Results" were combinations of these. The tests were token duri!ll the weekly periods indicated below: Test Number I to 8, Inclusive 9 to 29, inclusive 30 to 37, inclusive 38 to 89, inclusive 90 to 139, incluslve 140to 191, inclusive 192 to 257, inclusive • ..J -~ ----... ~ ... Week Endi re February 8, 1969 February 15, 1969 February 22, 1969 Morch 8, 1969 March 15, 1969 Morch 22, 1969 March 29, 1969 • I Project No. 68-11-23D La Cos to Sou th Unit No. Test Number 258 to 352, inclusive 353 to 433, inclusive 434 to 461, inclusive 462 to 485, inclusive 486 to 506, inclusive -2- Week Endirg April 5, 1969 April 12, 1969 April 19, 1969 April 26, 1969 May 3, 1969 June 23, 1969 The finol results of tests and observations indicate that the compacted fllled ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the fi!I materials, compacted to 90 percent of the maximum dry density, have C)Cfe bearing value of ot least 1510 pounds per square foot for one foot wide continuous footfngs fuundecl ot Cl. minimum depth and placed five feet or more inside the top of compacted fllled ground slopes. If footirgs ore ploced closer to the exposed slopes than 5 feet Inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to I vertlcol line projected outward and downward from a point 5 feet horizontally inside the top of compacted fi'.led ground slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily support tfie proposed one and two story wood frame dwellings without detrimental settlements. In our report of the original investigation conducted at this subdivision, (Project No. 68-2-2C dated March 8, 1968), we stated that some silty clay and sandy clay soils hod been found on the site that were expansive, and we recommended that each lot be inspected durirg or after gradif'G to determine those lots in which such expansive soils exist within the upper 3.0 feet. This has been done, and the following lots have been found to contain potentially expansive soils within the upper 3 .0 feet. Lot Nos. 1 to 81, i ncfusive .. Lot Nos. 97 to 199, Inclusive Lot Nos. 170 to 184, inclusive It is recommended that the following special design precautions be taken for the houses to be constru7ted n the above-listed lots: . Isolated interior piers should not be used. Continuous footirgs should be used throughout, and these should be placed ot a minimum depth of two feet below the lowest adjacent exterior final ground surface. ✓.-,,,, Reinforce and interconnect continuously with steel bars all interior and exterior footirgs with two #4 bars at 3 inches above the bottom of all footirgs and two / ·#4 bars placed I 1/2 inches below tfie top of the stems of the Footirgs. Use raised wood floors that span between continuous footings, or reinforce all concrete slobs w! th 6 x 6 -10/10 woven wire fabric, and provide a ml nlmum of 4 inche; of clean sand beneath all concrete slob. Provide a moisture barrier 2 inches below slobs under livirEJ areas . BfNT0:'1 F.NG1Nl::"f"."'~ING. INC. J I j .. i ; • Project No.68-11-23D La Costa South Unit No . -3-June 23, fflllJ /4. Separate garage slabs from perimeter footirgs by 1/2 inch thickness of construction felt or equivalent, to allow Independent movement of garage slabs relative to perimeter footirgs. ', Provide positive drainage away from all perimeter foatirgs ta a horizontal 'distance of at least 6 feet outside the house walls. In addition to the filled ground placed and inspected within La Costa South Unit No. 1, was an area of fill approximately 180 feet east of the east end of Navarra Drive. This an shown on Drawing No. 1, and the tests taken within the area are Test Nos. 257, 258, 26 270. Respectfu II y submi tied, BENTON ENGINEERING, INC. By )'i]f; 'vf ~ M. V. Pothier, Civil E!llineer Dis tr: (4) Addressee (2) McIntire & Quiros, Inc. Attention: Mr. Gary Cumbey ( I) Rick Ergineerirg LEUCADIA COUNTY WATER DISTRICT 1959 EL CAMINO REAL • LEUCADIA, CALIFORNIA 92024 • 753-0155 April 22, 1974 Endre Bartany, A.I.A. & Associates 356 13th Street Del Mar, California Subject: Lot 26 & 2 7 La Costa South #1 Attention: Endre Bartany Gentlemen: In response to your request, the following information is provided regarding sewer to the referenced project. 1. The property is within the boundaries of Leucadia County Water District and sewer service will be available upon payment of applicable connection fee, surcharge fees, and monthly sewer service charges. 2. Laterals have been prevously installed to service the property. These laterals are located on the Leucadia County Water District easement located to the rear of the lot. 3. Leucadia County Water District has two recorded easements located on the subject lots. Should you require additional information, please contact the Leucadia County Water District. PD/ljp Yours very truly, LEUCADIA COUNTY WATER DISTRICT ~~ Paul Duvel Superintendent v -7'4y -46,P /A/ ~-Z.fJ/4 YtJUl<: F/L.5 LEUCADIA COUNTY WATER DISTRICT 1959 EL CAMINO REAL • LEUCADIA, CALIFORNIA 92024 • 753-0155 April 23, 1974 Endre Bartany, A.I.A. & Associates 356 13th Street Del Mar, California Gentlemen: Subject: Lot-26 & 27 La Costa South #1 Attention: Endre Bartany In response to your request, the following information is provided regarding sewer to the referenced project: 1. The property is within the boundaries of Leucadia County Water District and sewer service will be available upon payment of applicable connection fee, surcharge fees, and monthly sewer service charges, 2. Laterals have been previously installed to service the property, These laterals are located on the Leucadia County Water District easement located to the rear of the lot 3. Leucadia County Water District has two recorded easements located on the subject lots. Although the proposed buildings show no encroachment on the existing sewer easements, the District has been advised by the developer that he intends to pave an area over the District'·s sewer easement. If in the future, it becomes necessary for the District to disturb or excavate within that paved area, the cost of replacing that area will be the responsi- bility of the owner of the property. Should you require additional information, please contact the Leucadia County Water District. ,'ED/ j rg Yours very truly, ~?£ /a< z'<'& Paul Duvel Superintendent LEUCADIA COUNTY WATER DISTRICT 1959 EL CAMINO REAL e LEUCADIA, CALIFORNIA 92024 e 753-0155 April 29, 1974 Endre Bartany, A.I.A. & Associates 356 13th Street Del Mar, California Subject: Lots 26 & 27 La Costa South #1 Gentlemen: In response to your request, the following additional information is provided regarding sewer service to the referenced project: The placement of fill over the District's existing 10-foot sewer easement will be allowed only to a maximum of 13-feet over the existing sewer line. If you require any additional information, please contact me here at the District office. Yours very truly, LEUCADIA COUNTY WATER DISTRICT 7 -. c:---_,,.~ \ ·v ,;:;;A-.v?\-L- / Paul Duvel Superintendent . PED/jrg COUJVT}r OF 1 1N DIEGO ( .. PUBLIC WORKS AGENCY C, J. HOUSON Dlrt?ctor Depart111e11t of ... )allit11t1011 & Flood Co!ltrol County Operations Center, S5SS Overland Avenue, San Oleg.o, California 92123 •••.• Telephone: 278·9200 ./ 4-1/ -7~ £/Jc/re &1-fq11_y;1 f As:soc: 3 s-10 /3 ft. S_r: ./)~/ /llqr, C.:,//F. 92 ol<"/ VIA: 0 Messenger ~ Mail ··' 0 Other Attention:. i::r?dre -bcrrf-C?t1 y 1 ----- SUBJECT: .Loi-~ ::l,t;, f.;i.7 LqC~sJ.c;-Sowl-4 #/ 0 Tentative Map 0 Tract Map 0 Grading Pl ans 0 Drainage Map 0 Improvement Pl ans l2?j Other SJ fe /J/4'/-'1.S. Transmitted is--fti'are-eet'7/copies of subject -plfflt/plans with our comments -shew!'I !ell re i _ Remarks_: ?/4-?S 6)/C -,;t/o e---?cr~<?C~/.i'.J&-'7 r -e ¥ /S / / "1_JJ c/rd,✓/J 4'--f e ~ q 5evu ~ u-../; --- C. J. HOUSON /Pr ,&y-L zx!"'_A- G. J. NOliAK Principal Civil Engineer LH:pg Enclosure Copy: City of Carlsbad Engineering Department NEW CONSTRUCTION VALUATION WORK SHEET O:wner Plan Check No. ----------------~---- Types of Construction:** I & II -Steel, concrete, or III -Masonry walls, wood IV -Steel V -Wood frame masonry with floors and walls steel or concrete. floors and interior walls (except 1st floor could concrete slab) FV :RY RTJILDTN/1 RFOUI""·C: have Group D_escription .** SF of i-,,,.C;:,o;,.;s;;.,t..,: /,.:STF-af;.;;o~r_;,Tt'--"=oes;;;,.,.o:;;;f:._,;C:;.;o;.;;n.;;;s'-'t'-'.-+..:.va:.a.=l.::;ua t: ion Floor I & II III IV V-1 HJ V Area A, B, Auditoriums, theaters, NA churches, schools .,,_ ,;n .,., 1v hr, ;r, '"" r or C ~---, -·-D Hosoitals -, " nn _;i.o. , r NA .,,., ; ~ '" ~--. Qo_n'fi!J.escent "omM :~ •. O~L~6-6;: "" J;..'3. 70+--N""..,p·e--1-----1 E, F, InfuLqt.riaJ PJant.s 1,; 1 " "" '" u 1 n 1 " P ?.• or G i Tilt-up NA ,, ., , NA NA C::_'---1----+--. ---,, Stock tvoe IV NA NA p t. s NA M ~ Wo~oh~nooo ? f,n 1 fl r,r, P Pr, P pr, '1 ".>' *Office areas Additional $4. 00 per sq. ft. F---Stores & Comm':l,0 __ _B_lcl_@_.__ ::2/,70 /1,,,"/C NA ;,-~.-0--0----1--c/~2--c~_.o--1------1 Office bld<'s. ;:;?8,oC _60,70' NA l7,'3Q__ic'o.r.,__,,,_..',r-'<'1-----1 ,___B-__Eost:_a_urants _______ ___, ________ NA i'l ,..,?.C> _____ NA _ .?,?,80 ~:.:~ !~·==/(.._"-'-----< Jervice stations NA ,,, 5r "" "" , J._J(L+--'"-1-"---,-l------l '-ganopie_f3 _(serv. _!3ta.J ___ ____,______ _ _ NA__.___~N/\ ___ c&.-9.0. NA u, __ _ "ubJ i c._ ~rages , 1 ,; , , "" , " "" a ., ,_-u, -- H f Apartments, hotels, motels 22.lO lJ.50 NA 16.'iO l".5 ' ' ' Dwelling ______________ -_ ""7.4'KJ) u Nil 17. 4_0 --NA NA 16. 1 l -£___~ '7f'C I&H Porches .Balconies & Patic's· NA NA NA NA 5.0) ,_____ _ _,'-=B'--'a"-'sc.e.ment Garage§_ 53.:J<-lf...8__.-:. -9.,_'E,. / ·~1</ / J Attached nriva te <'a rage 1 7 /.h NA 6. 9 O NA NA ~ 5 ,_ J _) __ ") ' Fire-extinguishing sprinkler ~ I Add 60¢ per square foot system of area sprinkled Air conditioning Commercial , Add $2. 00 per square foot ___ _,~----' Pile --~~fg~iitc·e con~fef;' ;ties Add $1. 25 o_e_~ r,~9~;"$~. ~~/1F ,_3 ~ 7 S- Foundations Steel and ore-cast cone. pi.Les tr@ $8. 00/Lt "<ti ., Number of fireplaces / @ $500 each § g:' :;J Forced-air heat :j;SOO per unit --z._.. :;:1 ;:j ;;:: Wood shingles or wood shakes .,., .---l .µ •,-, Tile roof SF @ 60¢ per SF ,vc) i a'--; -.-J ""' Q) U)--0 i---;,=;=-:=::.:;...-,-"'!"'!'==~=='-:~~:-2:--::~7'"::::. _ _,,.~J---,:,-==--:c=o------1--------,-j ,'Sa 6 8 .$ Number of bathr_?_O!'_l_ fixture~ _ _?ver six , ,r.:,, {a. :i;:;uu each / ";;c7.'.:) MJ.Scellaneous ( See l Multi-story Buildings: Determine the valuation from the sum of the floor areas of all the stories. tract building permit to be one-half of building permit Move Buildings: Full valuation fee based on final use. Total /' ~_v_a_11_1a_t_i_o_n_....,_ ___ 1~,,~t~/7G M it!.-RO FILtv1 FFE. Plan check fee for each fee. f)ER f',\ IT fEL-;..-:---~- **Types and groups of construction are for guideline purp_oses only • . ·--. ... ,,-·