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Home My WebLink About2735 CAZADERO DR; ; 81-102; PermitDECLARATIONS LENDER WORKER S COMPENSATION OWNER/BUII DER 3"* ^ all £ tf X3 Si"? ! = * o 8g|l£T§ 5 H.7 <* ~25 3 i aO psspssn ||||e|a*||p" |S^S^B||§gI SC-»^Q STfiUCTIOf-l WHETHER SPfCJRBD HEREIN ORKEEP HARMLESS THE CITY OF CARLSBAD AGAEXPENSES WHICH MAY IN ANY WAY ACCRUEGRANTING OPTHIS PERMITNOT 1 ALSO AGREENST ALL LIABILITIESUGAiNST SAID CITYTO SAVE INDEME>JUDGMENTS CON CONSEQUENCE£SSx 1EFULLY EXAMINED THE COMPLETENDER PENALTY OF PERJURY THATIONS ARE TRUE AND CORRECT AND0 COMPLY WITH ALL CITY COUNr'1 APPLICATION AND PERMITALL INFORMATION HEREONFURTHER CERTIFY AND AGRAND STATE LAWS GOVERNIN(O-'Z-z.C Tl OO O H ~" O 3J 5 m m O o 2 ts> m -< A Cn r * "N op 0 § D D TJ O ^^. ^^ o CO Expiration Every permit issued by thaBgiicCode shall expire by limitation and becomeauthorized by such permit 13 not commencepermit or if |ha building or work author*ing Official under thenull and void If thewithin 1SO days fromtefl by such permll>rovisions otthis>ui1dmg or workthe date of suchs suspended or* AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER5 0 DEEP AND DEMOLITION OR CONSTRUCTION OFSTRUCTURES OVER 3 STORIES IN HEIGHT— i m c- 33 o ro Oo o o 33 TOTAL FEES PAYABLE1 Ln S ^>\TEMP OCCUPANCY (30 OAVS/> o m ao -o — t T] O o 13 O O O REMOOEL/ALTtR PER CIRCUITo3; o ~n o \^ \ X San DieguiloI • \ m X ST BLDG EA AMP/SWT/BKRc>o en o31 K TJ I T] X STORAGE TANKSCarlsbadM MEW CONST EA AMP/SWT/BKR 200O 0 O COLLECTORSC/)o oo -n o en—i33 O —1 O ELECTRICAL PERMIT - ISSUEi^~^ 8 O SOLAR - ISSUECD3J aen -n PUBLIC FACILTIES FEE—io TJ cn (n ~ Ln Oo TOTAL MECHANICAL*-"00 Oo FIRE SPRINKLERSSTRONG MOTo Z3 m o oo-n a3D COo COo 31 WATER SOFTNERRELOCATI3N OF EA FURNACE/HEATERMOBILEHOMEPARK> 00 MECH EXHAUST - HOOD/DUCTSMOBILEHOMEm H INSTAl, ALTER REPAIR WATER PIPEJ> 2 T\ CT ac =MEGHANo ra m H GASSYSTEM50R MORE• —a I -n 33m om CM Oo o 33 Tt3* ON — \ m :H GAS SYSTEM 1 TO a OUTLETS-O jn O BOILER/COMPRESSOR 3 15 HPTOTAL PLUMBCTJ Lnr§ — i m H WATER HEATER AND/OR VENTc-o _n O BOILER/COMPRESSOR UPTO 3 HPo3: o I-1 •-J OO O O --J O M m ;H BUILDING SEWER& Ln O OVER 100 000 BTUrn33 ^H (£3 CO 1— ' -EACH FIXTURE TRAPLn O O I—1 INSTALLFURN DUCTS dP TO 100 000 BTUO O D3 a ZDs— ( -F^ 00 O O oH PLUMBING PERMIT ISSUEV§ o MECHANICAL PERMIT - ISSUEOo SUMMARY/ACCOUNT NUMBERV CENSUS TRACTCi•ot/v Go inm PARKING SPACE618mw 2 H GRADING PERMIT ISSUEDY D H DREDEVELOPMENTAREAYD NDO-l 1 ISJ | -t TYPECONSTOCC LOAD< — D 1 1 -< j|a •» zn r71 mt~m _i 1. 3r NOSTORIES7Onn OTJ mac oo * 5 CO O t 33 «:3. — c3 ^ "**±. F1 ro nJ ^vn *.paifiuay auttj3. "J..L! 18/Sui) ui jMLblf j" w'I Single1 DESCR•oH O O O Family ResidenceO {BO 3 HS -1 O s; tii: r^ t- 03si ( -A P* D_i =»• 0 ^i DESIGNER S PHONEO CD o' ca - ID"2 i F -xj^ tuTl«33 01 [VJ ^CDrOo ffl Og o (Jin O DESIGNERDavid Allee Arch.STATE UCEN/E aSTANDARD PLAN ttBUILDING SO FOOTAGE1OWNER S MAILING ADDRESS7517 Brava Carlsbad, CA 92CD CO O^ O"\ 1o CD Ln CONTRACTOR S ADDRESS Santa F©P. 0. Box 902 RanchoLICENSE NO'Zfjisrj*T) si 1 0 o tsj ECrOa c0)m OOO 1OWNER S NAMESamuel IsaacsCO --J ~-~J 1 — l fO S on 33 X QZm PRIME CONTRACTOREl Rancho Dev.j CONTRACTORS PHONE »h</7-SlffNO2m o CD Oo minto <" ^J (jj Ln N DJa (DKo t- oo <S) H- (0 H DATE OF APPLICATION3-19-81BUSINESS LICENSE «^2/->t?VALUATION145,064.PERMIT NUMBER81-102O^BBAD BUILDING DEPARTMENT J^B APPLICATION & PEF12B^^Pcarlsbad, California 92008 (714)4385525 ^^^Z H i White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applipant Gold — Temporary File <m ZH r~>H ING SYSTEMSIm>H 1 >R COND — SOLARC/J c/>-lmS- C/J D C O H B=> TJr~m5 3)m Tl TJ TJ 2 CD MECHANICALo Tl 1 SMOKE DETECTO3) CO ONDING=- m LECTRICSERVICETJ OC OI mi—.ECTRICm LECTRICUNDERGROUND— i •EMPORARY POWERELECTRICALo>CO HmCO H C CD >Zo SHOWER PANTJ LUMBINGH OTJ OcH TJ LUMBINGi UNDERGROUNDCOim 33 >2a CD f— Oo PLUMBING—^JTERIORLATH & DRYWALI1 m XHm33 O33 > :c -p (0<ir~>H O Z. Tl RAMECO HEATH INO Tlr~Oc- 3> 89 CEILING SUB FRAP^m O 2 Hm O33 CD 333 -\ ^lASONRY33 IEINFORCm D CO mm Tl OUNDATO2; ,BUILDINGINSPECTION TYPEo>-im Z(/)•Dmn o3) •IOOST TENSIONONCRETEROSESTRUCTUROVER 2000SOILS COMPRIOR TOFOUNDATInT.33m m00:* _m -nO O K ENGINEERING FINAL INSPECTION REQUEST TO REQUE ADDRESS PLAN CHECK NO JLJ C T NO CHECK LOTS FINALED YES REASON&IOT F ^A ?-o 7r-S 2-7-(Date) / s.- (Inspector's Signature) RETURN TO ENGINEERING CURRENT DEVELOPMENT Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR wEr^ PFRMITNO TIME I-IATF 2^- 2^— P--> OWNER _^VVI / S^AA<_^ ADDRESS _ 7JJ^^ Q^^AOi^^GD REQUESTED BY *> - / c- PHONE NO / BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF O SHEAR a FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL ^fT\ SPINAL ,____^'— ^ {Jl PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOLAR WATER D FINAL PERSON TAKING REPORT ELECTRICAL D TEMPORARY SERVICE O UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL ^3^3, //tf"C~^~~ / MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO a POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Retfcly For Inspection D Monday DAM D P M D Tuesday Wednesday D Thursday n Friday Citp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR OWNER. PERMIT NO TIME ^ .DATE ADDRESS REQUESTED BY ~J PHONE NO BUILDING D FOUNDATION Q REINFORCING STEEL D MASONRY Q GROUT-GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR a FRAME D EXTERIOR LATH * D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO a TOP OUT PLUMBING D TUB OR SHOWER PAN Q GAS TEST JH WATER HEATER D SOLAR WATER D FINAL PERSON TAKING REPORT. ELECTRICAL D TEMPORARY SERVICE FFER GROUND ECTRIC UNDERGROUND UGH ELECTRIC OOL BONDING D/E'LECTRIC SERVICE FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT a PATIO D POOL D SPA D SIGN a GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS Ready For Inspection D Monday D AM ^ PM D Tuesday D Wednesday D Thursday Friday U JLAA- CORRECTION NOTIC INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT C PHONE-438-5525 Note Final Inspection Required TIME DATE U- BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING FRAME D SHEATHING Q FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWAL PLUMBING a UNDERGROUND PLUMBING a UNDERGROUND WATER a ROUGHT PLUMBING a TOP OUT PLUMBING D SEWER AND PL/CO Q TUB OR SHOWER PAN a GAS TEST a WATER HEATER ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND Q ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D UPPER GROUND D G F I D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D CONDITIONED AIR SYSTEMS 0 SOLAR D GRADING D POOL a PATIO a SIGN D OTHER \\ '- Citp of Cartefaab REQUEST; FOR INSPECTION RECORD INSPECTOR OWNER. TIME PERMIT NO .DATE J ADDRESS REQUESTED BY PHONE NO PERSON TAKING REPORT. BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND Ct D SHEATHING D D FRAME D EXTERIOR LATH D INSULATION D INXRIOR LATH OR MNAL ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND UNDERGROUND & \Jf *D D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D SOkTAR WATER h/RNAL ' D .EL£CTRlb*SERVI< 2^*/$</FINAL t *Ar, 9^. PLUMBING -pj-D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO a POOL a SPA \a SIGN D GRADING a SPECIAL INSTRUCTIONS Ready For Inspection D Monday O AM D PM D Tuesday D Wednesday D Thursday Friday Citp of Cartefaab REQUEST FOR INSPECTION RECORD NSPEOTOR A/^AX PERMIT NO TIMF RATF ^-^ -f-f OWNER A^AA£?S ADDRESS 2-7 3S" <Z>A^*A*J2g=f3J3 REQUESTED BY /-SA/V^ PHONE NO PERSON TAKING REPORT BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR.LATH D INSU>ATION 1 ( D INTERIOR LATH OR DR/\&\LJ^ A/ I/FINAL I "JUSV ^/ — ^f£/ ^l< ELECTF^ICAL D TEMPORARY SERVICE n UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECfRIC SERVICE ^3 \p^RNAL / ^\ j*m PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D S0LAJ3 WATER TINALh/FINA SPECIAL INSTRUCTIONS fe'Mc MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO a POOL n SPA D SIGN D GRADING, D DRIVEWAY Ready For Inspection vr Monday B AM D PM D Tuesday D Wednesday D Thursday D Friday REQUEST FOR INSPECTION INSPECTOR PERMIT NO TIME DATE 7 OWNER. ADDRESS. cn FOUND^ATTUKT" ED REINFORCING STEEL Cl MASONRY C] GROUT-GUNJTE Q FLOOR AND CEILING CH SHEATHING FRAME C] EXTERIOR LATH ?$^INSULATION ^tl INTERIOR LATH OR DRYWA CD FINAL PLUMBING UNDERGROUND PLUMBING UNDERGROUND WATER ROUGH PLUMBING TOP OUT PLUMBING SEWER AND PL/CO TUB OR SHOWER PAN GAS TEST WATER HEATER FINAL ELECTRICAL TEMPORARY SERVICE E*L£CTRIC 1^'POOL^BpNDING aJM^CTRIC SERVICE lElllNG HEAT D G F I d SMOKE DETECTOR Q FINAL MISCELLANEOUS C3 PLENUM AND DUCTS CD COMBUSTION AIR n PATIO D SIGN CH GRADING CH DRIVEWAY n CONDITIONED AIR SYSTEMS Q REFER PIPING 0 FINAL READY FOR INSPECTION D MONDAY QAM DPM D TUESDAY a WEDNESDAY D 1 HURSDAY D FRIDAY SPECIAL INSTRUCTIONS. REQUESTED BY_.PHONE NC PERSON TAKING REPORT REQUEST FOR INSPECTION INSPECTOR PERMIT NO OWNER_j TIME DATE ADDRESS -7 f€G\LD\H§ 1 — i rni iMn*nTirnu r— *" d] REINFORCING STEEL d MASONRY d GROUT -GUNITE C] FLOOR AND CEILING FRAME Q SHEATHING C3 FRAME ^^^ d EXTERIOR LATH \ / Q INSULATION \7 ibrfTNTERlOR LATH OR DRYWALL L, ^bg FINAL X^* ^ ^I ELECTRICAL CD TEMPORARY SERVICE C] ELECTRIC UNDERGROUND O ROUGH ELECTRIC CD POOL BONDING/7^fl'cHE sr'CE J 9* Q SMOKE DETE-.CTOR CD FINAL PLUMBING a UNDERGROUND PLUMBING CD UNDERGROUND WATER C] ROUGH PLUMBING a TOP OUT PLUMBING CH SEWER AND PL/CO CH TUB OR SHOWER PAN n GAS TEST CI WATER HEATER a FINAL MISCELLANEOUS READY FOR INSPECTION SPECIAL INSTRUCTIONS. D MONDAY M DPM DTUESDAY D PLENUM AND DUCTS Cl COMBUSTION AIR n PATIO a SIGN d GRADING Q DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING a FINAL wEDNESDAY a THURSDAY a FRIDAY REQUESTED BY..PHONE NO PERSON TAKING REPORT./ REQUEST FOR INSPECTION INSPECTOR.PERMIT NO TIME DATE OWNER. ) / BUILDING/ CD FOUNDATION CD REINFORCING ST1 CD MASONRY CD GROUT-GUNITE CD FLOOR AND CEILING FRAME CD SHEATHING CD FRAME CD EXTERIOR CD INSULATION CD INTERIOR LATH "OR DRYWALL CD FINAL 73 f PLUMBING CD UNDERGROUND PLUMBING CD UNDERGROUND WATER CD ROUGH PLUMBING CD TOP OUT PLUMBING CD SEWER AND PL/CO D TUB OR SHOWER PAN CD GAS TEST CD WATER HEATER d FINAL ELECTRICAL CD TEMPORARY SERVICE CD ELECTRIC UNDERGROUND CD ROUGH ELECTRIC CD POOUBONDING CD ELECTRIC SERVICE.\rr HEAT SMOKE DETECTOR CD FINAL yMISCELLANEOu's CD PLENUM AND DUCTS CD COMBUSTION AIR CD PATIO CD SIGN CI GRADING CD DRIVEWAY CD CONDITIONED AIR SYSTEMS CD REFER PIPING CD FINAL READY FOR INSPECTION SPECIAL INSTRUCTIONS. DMONDAY DAM DPM DTUESDAY DWEDNESDAY a THURSDAY a FRIDAY REQUESTED BY.PHONE NO PERSON TAKING REPORT. REQUEST FOR INSPECTION TIME__ INSPECTOR, OWNER PERMIT NO .DATE IX ADDRESS. BUILDING Q FOUNDATION d REINFORCING STEEL CD MASONRY CD GROUT-GUNITE d FLOOR AND CEILING FRAME iHEATHI FRAME a TnrrTRtoR LATH d INSULATION d INTERIOR LATH OR DRYWALL CD FINAL PLUMBING d UNDERGROUND PLUMBING C3 UNDERGROUND WATER CD ROUGH PLUMBING CD TOP OUT PLUMBING CD SEWER AND PL/CO a TUB OR SHOWER PAN D GAS TEST a WATER HEATER C3 FINAL &/ ELECTRICAL 1PORARY SERVICE ELECTRIC UNDERGROUND ROUGH ELECTRIC POOL BONDING ELECTRIC SERVICE d CEILING HEAT G Fl C3 SMOKE DETECTOR FINAL MISCELLANEOUS D PLENUM AND DUCTS CH COMBUSTION AIR a PATIO EH SIGN CH GRADING Q DRIVEWAY D CONDITIONED AIR SYSTEMS CU REFER PIPING D FINAL READY FOR INSPECTION D MONDAY D TUESDAY D WEDNESDAY DPM FRIDAY SPECIAL INSTRUCTIONS. REQUESTED BY .PHONE NO PERSON TAKING REPORT. REQUEST FOR INSPECTION TIME INSPECTOR. OWNER PERMIT NO .i - ADDRESS / BUILDING d FOUNDATION d REINFORCING STEEL d MASONRY d GROUT -GUNITE d FLOOR AND CEILING FRAMfetf C^ d SHEATHING^" ^//J^ |_tf FRAME ( T&^ ' '&**** d EXTERIOR bATH /J^ d INSULATION (3^ X^^ CD INTERIOR WrfH OR DffiYWACL. 1=1 /*f)NAir tfft/^J "l (O^fT PLUMBING d UNDERGROUND PLUMBING d UNDERGROUND WATER d ROUGH PLUMBING d TOP OUT PLUMBING CD SEWER AND PL/CO d TUB OR SHOWER PAN d GAS TEST d WATER HEATER d FINAL -j2j->\f " \ 1 s ELECTRICAL d TEMPORARY SERVICE i ^^i. \ dLdkeCTRIC UNDERGROUND At tflKOUGH ELECTRIC ff\ Ig^POL BONDING Ita ELECTRIC SERVICE y &TPEILING HEAT » ijff—i u h ' ^ft d SMOKE DETECTOR •I \\d FINAL MISCELLANEOUS d PLENUM AND DUCTS d COMBUSTION AIR a PATIO d SIGN d GRADING d DRIVEWAY d CONDITIONED AIR SYSTEMS d REFER PIPING d FINAL READY FOR INSPECTION SPECIAL INSTRUCTIONS. DA aPM D TUESDAY*! a WEDNESDAY D THURSDAY D FRIDAY REQUESTED BV PHONE NO PERSON TAKING REPORT. CORRECTION NOTICE CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT PHONE - 438-5525 Note Final Inspection Required 2•-—.* BUILDING D FOUNDATION a REINFORCING STEEL a MASONRY D GROUT GUNITE D FLOOR AND CEILING FRAME *lD SHEATHING ^ D FRAME D EXTERIOR LATH a INSULATION D INTERIOR LATH OR DRYWAL PLUMBING a UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGHT PLUMBING Q TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER ELECTRICAL a TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE a UPPER GROUND a G F I D SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR G CONDITIONED AIR SYSTEMS D SOLAR D GRADING a POOL D PATIO a SIGN a OTHER CORRECTION NOTICE CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT TIME INSPECTOR PHONE - 438-5525 Note Final Inspection Required DATE BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME (/J£J C0>wpe~&7& /Vyg-g? Bt-QQ&ttff* Af D SHEATHING G FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING G UNDERGROUND PLUMBING 0 UNDERGROUND WATER D ROUGHT PLUMBING O TOP OUT PLUMBING G SEWER AND PL/CO D TUB OR SHOWER PAN a GAS TEST D WATER HEATER ELECTRICAL a TEMPORARY SERVICE D ELECTRIC UNDERGROUND G ROUGH ELECTRIC G POOL BONDING a ELECTRIC SERVICE D UPPER GROUND n G F l D SMOKE DETECTOR MISCELLANEOUS a PLENUM AND DUCTS D COMBUSTION AIR 0 CONDITIONED AfR SYSTEMS D SOLAR D GRADING a POOL a PATIO D SIGN D OTHER REQUEST FOR INSPECTION PERMIT NO TIME DATE (£-7-31 OWNER ADDRESS 17.2,5 ^LAZAhB^O off " BUILDING CD FOUNDATION CD REINFORCING STEEL CD MASONRY CD GROUT -GUNITE ^^FLOOR AND CEILING FRAME CD SHEATHING j 7&FRAME CJ/ &Of*~-f*&Cll Xn EXTERIOR LATjH ' ' ' Q INSULATION f ^&& t CD INTERIOR LATH OR DRYWALL CD FINAL n~}T-~$r PLUMBING a UNDERGROUND PLUMBING CD UNDERGROUND WATER Kl ROUGH PLUMBING d TOP OUT PLUMBING CD SEWER AND PL/CO CD TUB OR SHOWER PAN CD GAS TEST CD WATER HEATER LJ FINAL 0^J^ k/r/] '-A \l ELECTRICAL CD TEMPORARY SERVICE n ELECTRIC UMDERGROUND ^.ROUGH ELECTRIC a POOL BONDING a ELECTRIC SIERVICE CD CEILING HEAT .^OGFI <-?#^& SMOKE DETECTOR , a FINAL MISCELLANEOUS v^cK[ PLENUM AND DUCTS O COMBUSTION AIR CD PATIO a SIGN LTD GRADING CD DRIVEWAY CD CONDITIONt.D AIR SYSTEMS CD REFER PIPING Q FINAL READY FOR INSPECTION a MONDAY VTUESDAY DAM / QPM- DWEDNESDAY a THURSDAY D FRIDAY SPECIAL INSTRUCTIONS. REQUESTED PHONE NO PERSON TAKING REPORT. REQUEST FOR INSPECTION TIME INSPECTOR. OWNER "PERMIT NO ADDRESS f BUILDING d FOUNDATION O REINFORCING STEEL O MASONRY d GROUT -GUNITE d FLOOR AND CEILING FRAME d SHEATHING . /», ^L flfi FRAME SfafaA f™ ^ d EXTERIOR LATH tsSfa+4*^ d INSULATION /^ d INTERIOR LATH OR DRYWALL a FINAL '/6*^i 7- ELECTRICAL CI TEMPORARY SERVICE O ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING *V/> d ELECTRIC SERVICE CD CEILING HEAT D G F 1 D SMOKE DETECTOR d FINAL j£ — , ^j l^^Y z^2 ' .- - ^ 1S^) i7 - ,*-;' &J*rn PLUMBING d UNDERGROUND PLUMBING O UNDERGROUND WATER d ROUGH PLUMBING d TOP OUT PLUMBING d SEWER AND PL/CO d TUB OR SHOWER PAN d GAS TEST d WATER HEATER d FINAL MISCELLANEOUS d PLENUM AND DUCTS d COMBUSTION AIR d PATIO d SIGN d GRADING O DRIVEWAY d CONDITIONED AIR SYSTEMS d REFER PIPING d FINAL READY FOR INSPECTION DMONDAY DAM DP1V1 DTUESDAY DWEDNESDAY QTHURSDAY D FRIDAY SPECIAL INSTRUCTIONS. REQUESTED BY PHONE NO PERSON TAKING REPORT, REQUEST FOR INSPECTION PERMIT NO TIME DATE OWNER. ADDRESS. BUILDING CD FOUNDATION L3 REINFORCING STEEL a MASONRY CD GROUT-GUNITE CD FLOOR AND CEILING FRAME CD SHEATHING - -/* Cl EXTERIOR LATH a INSULATION C] INTERIOR LATH O D FINAL PLUMBING LH UNDERGROUND PLUMBING d UNDERGROUND WATER CD ROUGH PLUMBING n TOP OUT PLUMBING CI SEWER AND PL/CO CD TUB OR SHOWER PAN CD GAS TEST CD WATER HEATER a FINAL ELECTRICAL SERVICE UNDERGROUND BONDING ELEGTTRJC SERVICE HEAT"V G F I SMOKE DETE£JQR MISCELLANEOUS PLENUM AND DUCTS CD COMBUSTIOM AIR CD PATIO n SIGN a GRADING CH DRIVEWAY CH CONDITIONED AIR SYSTEMS CD REFER PIPING a FINAL READY FOR INSPECTION Ca MONDAYl DTUESDAY DWEDNESDAY DTHURSDAY D FRIDAY O1—r::—7°AM D p M C P D SPECIAL INSTRUCTIONS. . I REQUESTED BY..PHONE NO PERSON TAKING REPORT. REQUEST FOR INSPECTION INSPECTOR.PERMIT NO TIME _ DATE .-1L OWNER. ADDRESS. ~ sy £ ~?3 £* <"^x^u^A^? CD n a a CD a n a FOUNDATION REINFORCING STEEL MASONRY GROUT-GUNITE FLOOR AND CEILING FRAME HEATHING F"RAME EXTERIOR LATH //- /3' INSULATION INTERIOR LATH OR DRYW) FINAL ^ ELECTRICAL a TEMPORARY SERVICE C] ELECTRIC UNDERGROUND a ROUGH ELECTRIC n POOL BONDING CD ELECTRIC SERVICE C] CEILING HEAT CDG Fl CD SMOKE DETECTOR a FINAL PLUMBING a UNDERGROUND PLUMBING n UNDERGROUND WATER a ROUGH PLUMBING C] TOP OUT PLUMBING a SEWER AND PL/CO CU TUB OR SHOWER PAN n GAS TEST a WATER HEATER a FINAL MISCELLANEOUS Q PLENUM AND DUCTS CU COMBUSTION AIR O PATIO a SIGN d GRADING CD DRIVEWAY O CONDITIONED AIR SYSTEMS CD REFER PIPING a FINAL READY FOR INSPECTION DMONDAY DAM DPM a TUESDAY DWEDNESDAY D THURSDAY zmFRIDAY SPECIAL INSTRUCTIONS. REQUESTED BY.^^^—.PHONE NO PERSON TAKING REPORT. REQUEST FOR INSPECTION TIME INSPECTOR. OWNER PERMIT NO DATE ADDRESS. BUILDING CD FOUNDATION d REINFORCING STEEL CD MASONRY CD GROUT-GUNITE CD FLOOR AND CEILING J^fiAME CD SHEATHING d FRAME CD EXTERIOR LATH d INSULATION CD INTERIOR LATH OR DRYWALL CD FINAL ELECTRICAL D TEMPORARY SERVICE CD ELECTRIC UNDERGROUND CD ROUGH ELECTRIC CD POOL BONDING ELECTRIC SERVICE CEILING OKE DETECTOR FINAL PLUMBING Q UNDERGROUND PLUMBING CD UNDERGROUND WATER CD ROUGH PLUMBING CD TOP OUT PLUMBING d SEWER AND PL/CO CD TUB OR SHOWER PAN CD GAS TEST CD WATER HEATER CD FINAL / MISCELLANEOUS CD PLENUM AND DUCTS [D COMBUSTION AIR a PATIO CD SIGN CD GRADING CD DRIVEWAY HH CONDITIONED AIR SYSTEMS CD REFER PIPING d FINAL READY FOR INSPECTION SPECIAL INSTRUCTIONS. D MONDAY DAM DPM 0 TUESDAY D WEDNESDAY D THURSDAY D FRIDAY REQUESTED BY PHONE NO PERSON TAKING REPORT. REQUEST FOR INSPECTION INSPECTOR. OWNER PERMIT NO TIME DATE yo ..23V ADDRESS / BUILDING CD FOUNDATION CD REINFORCING STEEL CD MASONRY d GROUT -GUNITE CD FLOOR AND CEILING FRAME CD SHEATHING CD FRAME CD EXTERIOR LATH C] INSULATION CD INTERIOR LATH OR DRYWALL CD FINAL / /V /'ELECTRICAL w//*-$$ TEMPORARY SERVICE CD ELECTRIC UNDERGROUND CD ROUGH ELECTRIC CD POOL BONDING \^ CD ELECTRIC SERVICE NTD CEILING HEAT GO G F 1 CJ SMOKE DETECTOR 3 FINAL / L PLUMBING CD UNDERGROUND PLUMBING CD UNDERGROUND WATER j /} CD ROUJ3H PLUMBING J CD p3P OUT PLUMBING f \ dp(SEWER AND PL/CO^/ ^ jj CD VuB OR SHOWER PAN ft' CD GAS TEST U . CD WATER HEATER ^/" CD FINAL ^ READY FOR INSPECTION \QMONDAY^n TUESDAY DAM DPM ^- MISCELLANEOUS C^ CD PLENUM AND DUCTS CD-COMBUSTION AIR//\-s /^fl CD PATIO CD SIGN C! GRADING CD DRIVEWAY CD CONDITIONED AIR SYSTEMS CD REFER PIPING CD FINAL D WEDNESDAY D THURSDAY a FRIDAY SPECIAL INSTRUCTIONS. REQUESTED BY.PHONE Nf> PERSON TAKING REPORT. <2? .**& .O-* REQUEST FOR INSPECTION INSPECTOR. * OWNER PERMIT NO TIME DATE ADDRESS. BUILDING :OUNDATION REINFORCING STEEL CD MASONRY O GROUT-GUNITE CD FLOOR AND CEILING FRAME CD SHEATHING CD FRAME CD EXTERIOR LATH CD INSULATION CD INTERIOR LATH OR DRYWALL CD FINAL / ELECTRICAL CD TEMPORARY SERVICE CD ELECTRIC UNDERGROUND CD ROUGH ELECTRIC CD POOL BONDING CD ELECTRIC SERVICE O CEILING HEAT a GFI C3 SMOKE DETECTOR 0 FINAL PLUMBING CD UNDERGROUND PLUMBING a UNDERGROUND WATER CD ROUGH PLUMBING O TOP OUT PLUMBING CD SEWER AND PL/CO d TUB OR SHOWER PAN CD GAS TEST CD WATER HEATER ED FINAL MISCELLANEOUS CD PLENUM AND DUCTS D COMBUSTION AIR CD PATIO a SIGN D GRADING CD DRIVEWAY Q CONDITIONED AIR SYSTEMS CD REFER PIPING Q FINAL READY FOR INSPECTION, SPECIAL INSTRUCTIONS. D MONDAY^ DAM DPM D TUESDAY a WEDNESDAY D THURSDAY D FRIDAY REQUESTED BY.PHONE NO PERSON TAKING REPORT. CORRECTION NOTICE CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT INSPECTOR PHONE-438-5525 Note Final Inspection Required BUILDING a FOUNDATION D REINFORCING STEEL a MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL PLUMBING p UNDERGROUND PLUMBING D UNDERGROUND WATER a ROUGHTPLUMBING Q TOP OUT PLUMBING a SEWER AND PL/CO D TUB OR SHOWER PAN p GAS TEST p WATER HEATER ELECTRICAL a TEMPORARY SERVICE a ELECTRIC UNDERGROUND p ROUGH ELECTRIC D POOL BONDING D ELECTRICSERVICE D UPPER GROUND a G F I p SMOKE DETECTOR MISCELLANEOUS D PLENUM AND DUCTS Q COMBUSTION AIR D CONDITIONED AIR SYSTEMS D SOLAR D GRADING POOL PATIO SIGNi BOTHER TIME g- QufZi;73fri vig REQUEST FOR INSPECTION /^,PERMIT NO TIME DATE CD REINFORCING STEEL [Zl MASONRY Q GROUT -GUNITE Q FLOOR AND CEIL^TC FRAME n SHEATHING 0 FRAME CU EXTERIOR n INSULATION O INTERIOR LATHNOR DRYWALL Q FINAL A/ ELECTRICAL CD TEMPORARY SERVICE CD ELECTRIC UMDERGROUND LH ROUGH ELECTRIC SERVICE CEILING HEAT a GFI , -L^«MOKE DETECTOR ' ' b' FINAL ^PLUMBIIMG CH UNDERGROUND PLUMBING -UNDERGROUND WATER TOP OUT PLUMBING HD SEWER AND PL/CO CD TUB OR SHOWER PAN Q GAS TEST D WATER HEATER d FINAL MISCELLANEOUS Q PLENUM AND DUCTS n COMBUSTION AIR CD PATIO n SIGN CH GRADING a DRIVEWAY LJ CONDITIONED AIR SYSTEMS CD REFER PIPING a FINAL READY FOR INSPECTION D MONDAY QAM DPM D TUESDAY D WEDNESDAY ^THURSDAY D FRIDAY SPECIAL INSTRUCTIONS. PERSON TAKING REPORT REQUESTED BY REQUEST FOR INSPECTION INSPECTOR PERM.T MO TIME DATE OWNER. ADDRESS. BUILDING CJ FOUNDATION CD REINFORCING STEEL CD MASONRY CD GROUT -GUNITE D FLOOR AND CEILING FRAME CD SHEATHING CD FRAME CD EXTERIOR LATH CD INSULATION CD INTERIOR LATH OR DRYWALL CD FINAL PLUMBING a UNDERGROUND PLUMBING a UNDERGROUND WATER CD KOUGH PLUMBING CD TOP OUT PLUMBING CD SEWER AND PL/CO CD TUB OR SHOWER PAN CD GAS TEST D WATER HEATER a FINAL ii ^ TEMPORARY SERVICE ^3 ELECTRIC UNDERGROUND CD ROUGH ELECTRIC CD POOL BONDING CD ELECTRIC SERVICE CD CEILING HEAT CD GFI CD SMOKE DETECTOR a FINAL MISCELLANEOUS CD PLENUM AMD DUCTS n COMBUSTION AIR CD PATIO CJ SIGN CD GRADING O DRIVEWAY CD CONDITIONED AIR SYSTEMS a REFER PIPING C3 FINAL VY ^OTtflREADY FOR INSPECTION a MONDAY D TUESDAY DAM / DPM SPECIAL IMSTRUCTIONS. EDNESDAY D THURSDAY a FRIDAY REQUESTED BY PHONE NO PERSON TAKING REPOFlT. INTERDEPARTMENTAL INFORMATION SHEET DEPARTMENT DATE:1 DING ADDRESS: LOT SIZE LOT WIDTH , UNITS ALLOWED UNITS PROVIDED L> PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED _PROVIDED PROVIDED PROVIDED SIDE SETBACK:REAR SETBACK: INTRUSIONS &/L j LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ; gTx/fCE^Ngrjg yffo fly. ADDITIONAL COMMENTS:s /?^Cs&&~^^L .ENGINEERING DEPARTMENT / ^3 , 0 b/ / J R , 0 . W . R CONNECTION DING PERMIT L DESCRIPTION INDUSTRIAL WASTE IMPROVEMENTS DRIVEWAY LOCATIONS EASEMENTS DRAINAGE COMMENTS OK TO FINAL FIRE DEPARTMENT SPPINKLING SYSTEM FIRE ALARMS FIRE PROTECTION EQUIP EXITS FIRE HYDRANTS LOCATION ADDITIONAL COMMENTS OK TO ISSUE:DATE OK TO FINAL DATE WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET_DATE COSTA DEL MAR ROAD LR costn CARLSBAD, CALIFORNIA 92008 TELEPHONE 7141753-1181 or 438-9111 January 26, 1981 David Maxwell Allee 1049 Camj.no del Mar Del Mar, CA 92014 Subject: Lot 733 La Costa Meadows Unit #4 Gentlemen: The La Costa Architectural Committee has reviewed preliminary plans for the Isaacs residence on subject property and find them acceptable as submitted. Please submit final working drawings for approval when completed. Sincerely, ;ter L. Vaughn Secretary, La Costa Architectural Committee v-3 = ,^. <S £C6?ee 4 VAUJE ^ IN Af HC?Z W/ LAii E©T HALL or Ramset 3 6/RAM-1 Sizing Information Tensile & Shear Data J Bolt Size (In) V4 % Vz% 3/4 Catalog Number DS-14 DS-38 DS-12 DS-58 DS-34 Drill Bit Size (In) I 1/2 % \ 1 "A" Thread Depth dnj 7,B%v«1Y716 11/4 "B" Depth In Concrete (In) 1% 1%2 2% 31/4 TEST DATA 2 f 'c = 3000 psl Tension Ibs 2700 4210 5620 8150 11590 r Shear (Ibs ) A307 1700 4000 7250 11470 16740 A449 2850 6120 8810 12780 18220 f'c = 4000 Tension Ibs 3080 4650 7020 9340 13960 DSi Shear (Ibs ) A 307 1700 4000 7250 11470 16740 A449 2850 6630 9620 13490 20700 f'c = 5000 psl Tension Ibs 3410 5020 8340 10370 16120 Shear (Ibs ) A307 1700 4000 7250 11470 16740 A449 2850 6680 10300 14060 22850 1 Alf values are average ultimate loads Industry standard is to apply a minimum factor of safety of 4 - 1 to obtain working loads 2 Test data based on independent laboratory testing in hardrock concrete Installation Instructions 1 1 DRILL 2 HOLE ANCHOR hole to a depth equal to the length of the anchor with a carbide drill bit of the same nominal diameter as the anchor body Insert anchor into hole Expand anchor with setting tool by hammering until shoulder of setting tool contacts the top of the anchor body ANCHOR How to Specify Dynaset Anchors General Specification 1 Expansion anchors shall be flush shell type meeting the require- ments of Federal Specification FF-S-325 Group Vltl Type 1 and zinc plated (anchor body and ex- pander plug) in accordance with Federal Specification QQ-2-325C Type I, Class 3 Anchors shall be Dynaset flush anchors by Ramset Fastening Systems, Division of Olin Corporation, 275 Winchester Ave , New Haven, CT 06511 or approved equal 2 Installation- Expansion anchors shall be in- stalled in holes drilled with carbide tipped drill bits conforming to Fed- eral Specification GGG-D-650b and ANSI Specification B9412- 1977 Minimum installation depth and method of expansion shall be as recommended by the anchor manufacturer 17 F HP (t v^ tdit rooo ON *roUl \_ ro n-o n >oo UJ• 1ro Ul TDOo 'T] 1*1 tf * On /\ r\jooo Ooo1 — *tr HQ S3 PJ00Coa PI >T| ,-^. > *-V l-Tj , — 4s> II TJ TJCO 3n n _* __» 4=- & S=* CC VO vO + , vro— • v^ i-aran CO* COo> ~~3— > Co-a Ul \— i Ul O+ — 1 —•J-tr fe -t vo-Cr Ul vo *-O \ro Ulo II • • -0 Co 1 ~*J UJ UJ UJ Cr. 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John 6 Fox - P E CIVIL ENGINEERING Stephen D Diltemuth - P E AVENIDA DE ACACIAS SURVEYING James A Laret - P G P O BOX 2004 RANCHO SANTA FE, CA 92087 SOIL TESTING 756-3064 '"SDE 2039 January 9, 1981 Samuel H. Isaacs Isaacs & Associates 2070 Sheridan Drive Buffalo, New York 14223 SUBJECT: Addendum to Report of Soil Investigationf dated — October 20, 1980, 'for 2735 Cosadero, La Costa, CA Mr, Isaacs, Submitted herewith is an addendum to the subject report. In lieu of the foundation support alternates recommended in the aforementioned report, the building could be supported on deepened piers and grade beam foundation system. Piers shall be extended such that support is derived directly from the underlying bedrock. Piers shall be imbedded a minimum 8" into bedrock. The bottom of the foundation excavations should be levelled in order to provide uniform bearing. An allowable bearing pressure of 2000 psf may be assumed for pier design. Structural design of grade beams should take into consideration the highly expansive soils at grade. pue to the highly expansive nature of on-site top soils, a raised wood/concrete floor system should be employed. Slab thickness and reinforcement should reflect anticipated usage and should be designed by a licensed structural engineer. It is understood that slabs on grade are proposed for the lower level of the residence. It is anticipated that bedrock will be encountered at that depth, and will provide support for the slab. SDE 2039 January 9, 1981 Page Two Slabs 'on grade supported on bedrock should be minimum A" thick and reinforced with 6x6 6/6 welded wire mesh. f s Slabs on grade supported on highly expansive top soils should be minimum 6" thick and should be reinforced with minimum §3 bars placed 18" c/c in both directions, in order to minimize the likelihood of cracking because1 of the expansion heave due to seasonal fluctuation in the soil moisture content. / 'All internal slabs on grade" should be underlain by minimum 4" of 1/4!l crushed rock/gravel base. A minimum 6 mil thick plastic or vinyl moisture barrier overlain by 2" of clean sand should be provided over crushed rock/gravel base in order to prevent moisture dampening of slabs. All other recommendations contained in the aforementioned report should be considered in the design and construction of the project. If there are any questions regarding this addendum, please do not hesitate to contact our office. Sincerely, SAN DIEGUITO ENGINEERING, INC., B. Fox, RCE 26525 F/ZA/cs SAN DIEGUITO ENGINEERING, INC John B Fox - P E CIVL ENGINEERING Siephen D Dillemuth PE AVENIDA DE ACACIAS SURVEYING PO BOX 2004 RANCHO SANTA FE CA 92067 SOiL TESHNG 756-1861 756-3064 3DE 2039 October 20, 1980 Samuel H. Isaacs Issacs and Associates 2070 Sheridan Drive Buffalo, New York 14223 SUBJECT: Report of Limited Soil Reconnaissance 2735 Cazadero, La Costa, California. Mr. Isaacs, In accordance with your request we have performed a limited soil reconnaissance on the subject site located on Lot 733 La Costa Meadows, Unit 4, Map 7367, in La Costa, California. Our findings and recommendations are contained herein. PROJECT DESCRIPTION AND SCOPE The project providing the basis of this report consists of the construction of a single family residence on the subject site. Some grading is planned to provide a flat pad area for construction. The scope of bhis report includes: 1. Field reconnaissance 2. Laboratory and field testing 3. Engineering analysis of data 4. Report preparation SDE 2039 October 20 f 1980 Page Two SITE DESCRIPTION The site is a roughlv square parceJ on Casadero Street ;in La Costa, California. The property has an average slope of 12% toward the north. Occasional rock outcrops were observed particularly on the higher portions of the site. Vegetation consists of chapparal and grasses native to the area. The only man-made structures are concrete lined ditches along the south and west property lines that provides drainage toward the street. FIELD RECONNAISSANCE The on^-site soils were examined in 2 backhoe trenches excavated to a maximum depth of 9*. Soils encountered were classified visually accord- ing to the unified soil classification system. Detailed logs of the trenches were recorded during excavation and are presented on Plate 2„ LABORATORY AND FIELD TESTING Tests performed on soil samples to determine existing conditions were: (1) Maximum Ory Density, (2) Field Dry Density, (3) a Direct Shear Test and (4) Expansion Potential. Procedures and results of the tests are as follows: i I) Maximum dry density test was performed on a representative samole returned to the lab. The purpose of the test was to provide a basis of comparison for existing field conditions to County Grading Ordinance Standards. The results of the test, performed in accordance with A.S.T.M. Test Method D-1557-70, are as follows; Sample Location Maximum Dry Density (pcf) Optimum Moisture (%) T-l @ 3' 116.5 16,2 SDE 2039 October 20, 1980 Page Three 2) Field dry density tests were performed on representative samples to determine the existing conditions of the proposed foundation soils. The relative density is defined as the ratio of the field dry density to the maximum dry density. The results of the tests, perfdmed in accordance with A.3.T.M. D-1556-64, are as follows: Sample Field Dry Field Moisture Relative Density Location Density (pcf) Content % _ % T-l @ 2' 101.9 22.5 88 T~2 @ 4' 95.b 24.3 82 3) A direct shear test was performed on the proposed founda- tion soil at the natural density and moisture content. The sample was returned to the lab and remolded to 90% of the maximum dry density. The results of the test, performed in general accordance with accepted engineering practice, are as follows: Sample Density Condition Angle of Internal Apparent Cohesion Location Description (pcf) _ Friction 0 __ __ C (psf) T-l @ 3' Remolded 90% of 15° maximum density at optimum moisture 4) Expansion Potential The Expansion Potential of a representative "undisturbed" sample of soil was determined by allowing the trimmed sample to swell against a surcharge of 150 psf when brought into contact with water. The expansion of the sample from the air dry to saturated conditions indicates the tested soil is highly to critically expansive. The results of the test are as follows: SDE'2039 October 20, 1980 Page Four Sample Sample Initial Saturated Location Conditions Moisture{%) T-l @ 31 Remolded to 90% 24,5% 22.8% of maximum density SOIL CONDITIONS Soil is generally considered of greenish brown to brown sandy clay and grey green to tan sand overlying fractured rock. The soils are apparently locally derived from the bedrock formation. Bedrock was encountered at depths of 4' to 6' and is exposed at the surface jn some spots. The rock is fine grained gi.ey to greenish tan with red to orange mottling and largely altered. It fractures readily into angular fragments of a few inches length. Refusal was met at 9' in T-l and 5' in T-2. The surficial soils showed some local cracking but little evidence of ma^or erosion. I Foundations The on-site soft, clayey topsoils were found unsuitable for support of the proposed structure on conventional shallow footings. It is there- fore recommended that no footings be supported on the topsail. The following alternate foundation and slab designs are recommended in the order of preference. 1-1 Alternative 1 All loose soils should be removed to firm soil or bedrock and replaced as compacted fill, Surficial clayey soils were found to be critically expansive. Therefore the building area and 5' beyond should be capped by a minimum of 3' of approved non-expansive, compacted fill. Standard foundations may be utilized in non-expansive soils. Surficial soils will have to be recomp- acted as above or removed prior to placement of cap fill. SDE'2039 October 20, 1980 Page Five 1-2 Alternative 2 The on-site clayey soils could be excavated and mixed with less expansive on-site or imported soil and replaced as compacted fill. Cut areas would also have to be overexcavated and soil mixed then replaced as fill. An expansion test would have to be performed on foundation soils to provide footing design. This option will not eliminate soil expansion but reduce it so that a more reasonable foundation design may be made.. 1-3 Alternative 3 If above site preparation is not desired the proposed structures could be placed on a post-tensioned slab or thickened matte foundation. The design of such foundations should be performed by a registered structural engineer experienced in this design. All grading on the site should be performed in accordance with the attached grading provisions and any applicable city or county grading ordinances. II Retaining Walls 1. Cantilever retaining walls (unrestrained at the top) may be designed for an allowable equivalent fluid pressure of 35 Ibs per cubic foot. 2. Restrained walls may be designed for an equivalent fluid pressure of 60 pounds per cubic foot. 3. The top of the retaining wall backfill wedge whould be 6/10 of the height of the wall. The above recommendations are based on a clean, free-draining sand backfill with proper drainage for the walls. 4. It is understood that a retaining wall of 10-' is planned for a portion of the house. Some difficulty in excavation may be encountered. It is recommended that equipment used be suitable for excavation of rock, It is possible that blasting may be required. / SDE 2039 October 20, 19 III Drainage The site should be provided with positive drainage. The; surrounding topography should slope away from the building areas at a minimum gradient of 3% to a suitable point of discharge. In no case should water be allowed to pond at or near the building areas or be allowed to dra^n over the slopes in an uncontrolled ipanner. Drainage swales having a minimum gradient of 2% should be provided at the site wherever required and should be designed by a legistered civil engineer. IV Inspection All footing excavations should be inspected by the soil engineer prior to placement of steel or pouring of concrete. It is suggested that a joint meeting between the owner/cleveloper, contractor and the soil engineer be set up prior to commencement of grading operations, to discuss construction schedules and other related aspects. SDK 2039 October 20, 1980 Page Seven LIMITATIONS AND UNIFORMITY OF CONDITIONS The recommendations of this report pertian only to the site investigated and are based upon the assumption that the soil conditions do not deviate from those observed in the test pits. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, San Dieguito Engineering Incorporated should be notified so that supplemental recommenda- tions can be given. This report is issued with the understanding that it is the responsibility of the owner, or of his representative, to ensure that the information arid recommendations contained herean are brought to the attention of the architect and engineer ior the project and incorporated into the plans, and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommendations in the field. The findings of this report are valid as of the present date, However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report nuiy be invalidated wholly or partially by changes outside our control. Therefore, this Deport 13 subj act to review and should not be relied upon after a period of three years. SDE 2039 October 20, 1980 Page Eight If you have any questions regarding this report, please do not hesitate to contact this office. This opportunity to be of service is greatly appreciated. Respectfully submitted, SAN DIEGUITO ENGINEERING, INC. B. FOX, RCE 26525 /PH/cs cc: (4) submitted I -401 //•A SC- SM sc SM Brown slightly silty clayey sand, Dry loose on top to medium dense Olive brown sandy clay, some rock fragments to boulders Light grey green to orangish tan silty sand, mottled appearance Greenish tan fractured rock A/O 2 4 5 Y& vihM^ r</>N'-/V/ X \^-^r^ CS- CM cs Brown to greenish brown, silty sandy c.lay medium dense Light grey to greenish brown , sandy clay , reddish streaks and rock fragments Fractured rock • * * PL ATC A/3 1 RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS GENERAL INTENT; The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled and placing and compacting fill soil to the lines and grades shown on the accepted plans. The recommendations contained in the pre- liminary soil investigation report and/or the attached special pro- visions are a part of the recommended grading specifications and shall supersede the provisions contained hereinafter in the case of conflict. INSPECTION AND TESTING A qualified soil engineer shall be employed to observe and test tne earthwork in accordance with these specifications. Jt will be nec- essary that the soil engineer or his representative provide adequate ooservations so that he may pro/ide a memorandum that the work was oc* was not accomplished as specified. It shall be the responsibility of the contractor to assist the soil engineer and to keep him ap- praised of work schedules, changes and rew information and data so that he may provide the memorandum to the owner and proper county authorities, as required. ll , in tne opinion of the soil engineer, substandard conditions are encounter .,-<!, such us questionable soil, poor moisture control, in- adequate compaction, adverse weather, etc., he will be empowered to either i.top construction until the conditions are remedied or cor- rected or recommend rejection u'_ the work, Soil teis t>; ujed to determine the decree of compaction will be per- lormed in UL.CUI dance with the Jollowin^ American Soceity lor Test- ing and Materials test methods* Maximum Dry Density and Optimum Moisture Content. A.S.T.M, D-l557-70 iity of Soil In-Place A.S.T.M. D-1556-64 PREPARATION_QF AREAS TO RECEIVE FILLs All vegetation, brush and debris shall be removed, piled and "burned or otherwise disposed of. After clearing* the natural ground shall be scarified to a depth of 6 inches, brought to the proper mois- ture content, compacted and tested for the minimum density specif- ied in the special provisions or the recommendations contained in the preliminary soil investigation report. When the slope of the natural ground receiving fill exceeds 2Q% (Lj horizontal to 1 vertical), the original ground shall be stepped or benched as shown on the attached Plate A. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide and all other benches at least 6 feet wide. Ground slopes flatter than 20fo ohall be bencheo when considered necessary by the soil engineer. FILL KlAThMAL; Materials placed in the fill sha.ll be approved by the soil engineer and shall be free of vegetable matter and other deleterious sub- stances. Granular soil shall, contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks, exparuive and/or detrimental soil^ are covered in the special pro- vi3ion&, Expansive soilu, ^oil^ of poor graduation or strength oharacteiijtics may be thoroughly mixed with other soils to pro- vide ^ati^iactory fill mattAial, but only with the explicit consent oi the SPECIAL PROVISIONS __ decree ol compact icm to "be obtained in compactin natural ground and in the compacted fill shall "be 90 percent of the maximum dry density obtained in the laboratory, A.S.T M Detrimentally _expansive soil ib defined as soil which will swell more tnan 3 percent of the original sample thickness. The expan< sion potential is determined by allowing the material , remolded 90$ of its maximum dry density, to swell against a surcharge cf 150 psf when brought into contact with water. The expansion of sample is determine "by measuring the swell from air- dry to satur ated conditions. 1 ill ma tenaJ is defined ac rocks or lujnps over six inches in diameter. At leaut 40 percent of the fill soil shall pass through a No. 4 U.S. Standard Sieve. RECOMMENDATIONS FOK FlLuING ON SLOPING GROUND . Existing Ground Surface Zone of Loose Surface Soil Compacted Fill 1.0 i Toe Key 2 it. Mm. * Into Firm Ground . Horizontal Benches Into Firm Ground, 6 Feet Minimum Toe ney - Width To Ee- Deter-rnned By Soil Engineer, But Hut Lobb Than 10 Feet SCHEMATIC ONLY |\ NUT TO SCALE j SAN CMtsuiro ENGR. INC FLATE PLACING AND COMPACTION OF FILL; Approved material shall be placed in areas prepared to receive fill in layers not to exceed six inches in compacted thickness* Each layer shall nave a uniform moisture content in the range that will allow the compaction effort to "be efficiently aoplied to achieve the specified degree of compaction. Each layer shall "be uniformly compacted to a minimum specified density with, adequately sized equipment, either specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achiev- ed is specified in either the special provisions or the recommend- ations contained in the preliminary soil investigation report. Field tests and inspections to check the degree of compaction of the fill will be taken by the soil engineer or his representative- The location and frequency of the tests shall be at the soil engin- eer* s discretion. In general, the density tests will be made at <±n interval not exceeding two feet in vertical rise and/or 500 cubic yards of embankment. SEASON LUllTlj., Fill fahall rot be placed during unfavorable weather conditions1. When work is interrupted by heavy rain, filling operations shall net be resumed until the proper rnoioturu content and density of the fill hes been achieved. Damage resulting from weather shall be repaired before acceptance of work.*, UNFOKE'JKKN ^ WiiT In the e von t that conditions ai u \. ncoun tered during the oite pre- paration cin«i construction that were not encountered during the pre- 1 imin^ry t><jil invos ligation , i^uti Ljioguito Engineering, Inc , assum- e^ no re.,pGiK,ibi i i ty for i,ondj. U on., encountered which dif ier from tho^c coadi LiOdo i'^und and duuc i ibu«I in the preliminary soil invest- igation rt purl. PROJECT DATA SUMMARY worn 1 fV^MfeT *Art ISAA^ . I owner project ehscked by date ddcumerHrititfh author date SITE INFORMATION Heating Degree Day (from Appendix Q . .... •, Outside Design Temperature (from Appendix C or Appendix G) ,. PROPOSED BUILDING ENVELOPE INFORMATION Gross Floor Area if Low-Rise (from Calculations) . Gross Wall Area if High-Risa (from Calculations) Deigned Gjazsng Area (from Calculations) , Basic Glazjng Area {16% of Line 3 if low-rise o>-40%of Line 4 if high-rise) Destrjption of Assembly HDD T Af g Abg Jg2 fr2 D-in - O " Btu/(hr.ft2, ___ Btu/(hr.ft2. _ Btu/(hr.ft2. UW4 17 PROPOSED SPACE HEATING SYSTEM {Chapter 7) Gas Furnacs Building Design Hourly Heat Loss (from Form 2) Maximum Allowed Bonnet Capacity,4-5 x Line 18 Proposed Furnace I • 5 Make — Model Description. Rated Bonnet Capacity __ ,——= _____—,—_, ____ Electric Resistance Alone Electric Resistance Life Cycle Cost (from Form 5) Lowest Life Cycle Cost of the Other Systems (from Form 5) Won Depletable Energy w/Eiectnc Resistance Back-Up percentage of Annual Heat Loss Met by Non-Depletable Energy Source {from Calculations! Heat Pump with Electric Resistance Supplementary Heat Percentage of Annual Heat Loss Met by Electric Resistance (from Calculations) PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8) Eloctrtc Resistance Alone Electric Resistance Life Cycle Cos* (from Form 6) , Lowest Life Cycle Cost of theQther Systems (from Form 6) 20 SLCCtowest''1 — 22 _ '-CC 23 25 PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9) Solar Life-Cycle Cost (from Form 7) . . pLCCs 26 Btu/(hr.ft2 Btu/(hr.ft2 Btu//hr-ft2. Btu/ (hr.ft2, Btu/(hr*ft2, Btu/hr Btu/hr °F! OF, °F) °F) 0F) °F) °F)OF) °F) °F) °F) Natural Qas Lifo Cyc'o Cost (from Form 7),LCC 27 t:\vc;; PERMIT ISSUED UPON n:CEV] Or BUILDING PERMIT. LEUCADIA COUNTY WATER DISTRI CTCU.LDi/jo PERMIT MUST BE A nm rrnr T AM cno cci.icn crnw rr p Owner's Name —' — Mailing Address Service Address: ^Samuel ... _saacs 79 Brandywine Drive Buffalo, New York H221 FOR B Phone No. 974-1180 Tract Description: lot 733 Assessor's Parcel No. 215-400-10 Type of Building s.f Lateral Size. 4" 6" Fxtra Footage: 1? $ 8" _ No. Units 1 Connection Fee $600.00 Saddle _ Easemeit Connection lre'pd Extra Depth: _ @ $400.00 T445 Amount Rec'd $400.00 Ck. Mo/Cash Date Rec'd By 8-28-79 3-g. Lateral Fee Prorated Sewer Service Fee Total The application must be signed by the owner (or his authorized representative) of the property to be served. The total charges must be pvid to the District at the time the application is submitted. 'v 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 constructions at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service^ateral shall be made by the applicant at his expense. The connection must be madevin 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 APPLICANT, THE APPLICANT, OR HIS AUTHORIZ-&ET REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE- TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no \^ additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same" manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. t ^ lfr*rf*v*J->w r* ItOwner's Sigi^jte. -L(gture 9864 Date Account No. Application for Grading Permit PE NO A. CITY OF CARLSBAD ENGINEERING DEPARTMENT -firm Plan Check No 1200 Elm Avenue 438-5541 Buildin' Validation by Finance ilDepartment ==r FOR APPLICANT TO FILL IN _e Address o v zr jC~ s~ 1^ / 3 O ( . ft -5 fit ri P V Q Legal Description <J Subdivision Name La. COS^A - M e.<Lfiau Owner C" i Li ~T~ st r- Owner's Address / ,5/ f ffi /A \/ &. -5~T, Plans by Civil Engineer ' r t KO E. n&\ .' ^i P e. K , *t <a Address 0 <J Soil Engineer / R C Map No -7-^t 7 w/ Uh,f 4 Phone 4^6 " of f>S" R*»^Ut>st« R C E F*hone E Phone c\ J,-, A h fax , ~?S&~ 1361 Grading Contfafctor (J \Y Phone f Address Party responsible for overall supervision Proposed use of grade site » One Fa w ! ly Pe f ' A e r c f Number of cubic yards jjjrtMj^i j |J?«J.^-J ^/ c/ r~^ Cut Fill Import Waste 7S"0 -7S& Proposed Schedule of Operations (dates) < Start Finish 1 hereby acknowledge that 1 have read the application and state that the information 1 have provided 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 Pprmittpp VOwner nr ailthnri7pH anpnt . <\ /O yu\ ENVIRONMENTAL CLEARANCE - FIA 1 og No K> A 'ul \ft Grading permit fee $ J ^ Permit lssuecJ"*\ / hy A. } _^L" V ^ *-//'- f Ll T"V<LA ffi J- SOLA c^ Hate /) 1 I / / 7$ 'R. f$fryh i—* V \X /! ^ Plan check fee $ "*£ ^« 7^T7/f^ $-? J 1^,1^ n.tp Glrt/Bt , J^,^ .L,^ ^C-- Surety Company Surety Address / Date Filed / Cash deposit ,H Jf1*^v •»• The following documents of the grading permit whe £Q Soil report Dj-atnpgp cfuntnr Bond No Rec'd by Rec'd by Date filed arc required and shall become a part n they are approved Geologic Report es Other rt SPECIAL CONDITIONS WHICH ARE MADE APARTOFTHIS PERMIT 1 Authorized hours c 700 AM to Sunset >f operation Monday - Friday 2 Haul routes are to be approved by City Engineer 3 Adequate provisions shall be made for erosion and siltation control 4 All slopes shall be planted per City Code ' 5 All fills to be compacted to at least 90% of optimum density unless noted otherwise Under City Code Sec 11 06 170 this grading is E REGULAR GRADING - City inspector will make inspections listed below D CONTROLLED GRADING - Private grading engineer shall observe work, coordinate tests, make reports INSPECTION Initial - site prep Rough prior to drains Final - slopes planted Compaction reports rec'd Private engr cert rec'd DATE INSP SIGNATURE V Copies White Office, Careen-Building, Yellow-Inspector, Pink-Permittee, Goldenrod-Fmance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD Isaacs & ASSOCIATES Consulting Engineers 2070 Sheridan Dnve'Buffalo, New York 14223*716/875 2550 K N L late letti aye rtal od* ut & Hi md i mg F C V Ian ffic /ar t3 QS jhouse3 March 18, 1981 Mr. Richard Allen, Engineer Engineering Department City of Carlsbad 1200 Elm Avenue Carlsbad, CA Re Lot 733, La Costa Meadows H Dear Richard. This will remind you of a meeting on August 5, 1980 and subsequent discussions regarding revision to surface water drainage on my lot in La Costa. It was agreed that it would be acceptable to the City of Carlsbad Engineering Department that the surface water be carried by the driveway to the street. This is shown on the drawings. Final working drawings are being submitted this week for a building permit. In accordance with your advice, the site plan shows a swale driveway with broom finish. Thank you for your assistance. I will be relocating permanently to California in July, 1981. Best regards. Samuel H. Isaacs SHI.mjh \ Member Association o/ Professional Material Handling Consultants Institute of Management Consultants