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Home My WebLink About2459 Ocean St; ; 78-3958; PermitMODEi, NO. _________ _ BUILDING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 A /" pp ,cant to compete num b d ere spaces on y. Phone 729 1181 p -erm1 IN 0. JO8 ADDA ES5 ASSESSOR'S :, n A.n"'ft . PARCEL NUMBER LOT NO. I ILK I TA ACT Bvv" PAGE I PAR. LEGAL I '\,( •. cJ ::r:!:. )j ,,J_. tO SE£ ATTACHED SHEETI 1 orsc•. .1. --• - OWNCllt MAIL A001111[!55 ll P PHONC ~, ,,-r~ 2 Sit:rit-19)1 .. -· ey -· , , •Y~ ~--•Dt CON TfU,C TOR MAIL AOOACSS PHONE STATE LIC. NO. C(TY LIC. NO. 3 f -/ • r ,-...... _, ___ ·-·---AfllC .. ITCCT OR D£51GNCR MAIL AOOIIIC55 PHOM~ ,~1,;;i;..,.,.."'vf1,,.~tNH NO, ~~ 4 lie -. --D'r1 • _., • ------~~:~~, ""_'• -·~ -tN GIN [[ '-MAIL AOO~CSS PHOM( -......;)J;;J';JV-._,~'J LICENSE NO. ,&; 5 Y. ., l2 l ., C • 9 J(.6 COMPENSATION INS, CARRIER MAIL AOOlltt 5 S 8iltANCM L 6 " ~ ~ , , . U$E Of 8UIL.01NG 7 ~ NO. BDRMS NO. BA.TH$ 8 Class of work: 0 NEW 0 ADDITION 0 ALTERATION 0 REPAIR 0 MOVE 0 REMOVE ,At 9 Describe work : Gr lot, 1 11 :J.l :-e+'rln\C.,"'t J .,.;,1,.....,...,,.,, fi of: Ai -'/ . 3 t lling '\ 't v /J41 \;;.lo""'"" \\ ,. c::ntp (.J ·-, -..~ \., J 10 /7 11 10 Change of use from '" ➔ -. , ' ' ~ I Change of use to 3 unit m---r> 'l1 4 ' - ,.;J/ I 11 Valuation of work: $ . , . . ,.,... PLAN CH ECK FEE S 1 PERMIT FEE $ ·- SPECIAL CONDITIONS: Type of ..... Occupancy MICRO FILM FEE , Const. Group s,ze of Bldg. No. Of Max. , .... (Tota() Sq. Ft. Stories 0cc. Load Fire Use Fire Sprinklers APPLICATION ACCEPTED ev PLANS CHECKED BY APPROVED FOR ISSUANCE BY Zone Zone Required DYes □No No. of OFFSTREET PARKING SPACES: >-1 (._ Dwelling Units No. JNo. OA"T"E ....., DATE Covered Sq. Ft. Open NOTICE SpPcial Approvals Required Received 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 120 DAYS.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 AN D KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER DEPT. TYPE OF WORK WtLL BE COMPLIED W ITH WH ETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CAN CEL THE PROVISIONS OF ANY OTHER STAT E OR LOCAL LAW REGUL ATING CONSTRUCTION OR THE PERFORMANCE OF CONST RUCTION. ~ ' SIGNATUAC Or CONTAACTOIII 0111 AUfHOf\lIE.O AGENT C (DATE) ,,,. ,.r , .,. ·u ,., I SIGNATU IIIC OP' OWN[A ,,. OY\'NCIII BUILOCIII) OAT£) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT I PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. INSPECTOR I PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 Apphcant to complete numbered spaces only Permit No '7o/ -9____--2_ Joe AOnlllCS!S ··- t"\r:~---A tv S'I c. ·-. M1~t ·.1 t: ..... ~n '• LOT NO, i I OLK l'"'·CT LE~AL I 1 otsc~. ..:. ·~-,._,!I_~#,. O'WN[fl MAIL A0O1111£SS tip PMON[ I.,_, -r . , T 2 \'-I.\ rV\ ( ~!t; ' r LJ \ \e-\. ~ } ' \ CONTl'lACTOft ~ MAIL A0O111£SS PHONt. STATE LIC. l'O. CITY LIC. NO. ' 3 ~ ·~ ' I •• P.I 1,-::'\~ I r ~ C I ,. ! l _, I Id, "_ I --.i AJl:CHITCCT O" OtSIGNt.llt MAIL AODllltss PNON[ 'tt , ........ \ .L,ICCNSE NO. 4 r· :_ Jr, I\ . ) -' l -- (NC.INC.ER J MAIL ADOllllSS PHONl .. Llc;:E.NSE HO, ' 5 .:J": --· ). .--~-=-t' . . I( ~ r . ~ -· --COMPENSATION INS. CARRIER MAfL AOOIII[ SS ' 11111,t.NCM 6 • 'I.) • ' ,..) I\ \C f. '-I< ~-, --' -"-4 J,,_ \ ,, ( ( I --:r--, ..... ~-.:--1 . . .. -· ~-~ • ' . . USC OP' 8UIL01N~ --- 7 ~ l ~' u I--.. J l I -. 8 Class of work. 0 NEW □ .. A!i_□ITION □ALTERATION n RC"• ID ---- ~t . ) 9 Describe work: r , l ' ( ,J..\ .. I I ,_ -,. I "-' 1-l ""t • Le l I ... .,., T I I\.'~, \ .. ( \' ~ r ..... .,;J~ ---l' •"'-•'t •. ,:-~,. C ~· { lu = ,, .f'.-j '\"\ ) ,-• I r \I I ru-,. • i t ';:.,I!,,) a "' ',.. ,~ i f PERMIT FEES ( f • ~\ nl ': ' No. Type of Fixture or Item ~ee SPECIAL CONDITIONS I WATER CLOSET (TOIL.ET) s ,·' ~-., • BATHTUB I .. r I~ I r ~' 1 .. ' . : .t .I A .I ,J./ ' LAVATORY (WASH BASIN) ·• -:., . .;-, I . . I .. ,. -'# ,;) I SHOWER - l ,. --. ·--\. -~ -J KITCHEN SINK & OISP /"' \,._ --. -.. • • .Al· ?.;;, '" ... .> . ' , . ~ DISHWASHER APPLICATION l'CCEPTEO BY PLANS C><ECKE D ev APPROVED FOR ISSUANCE ev LAUNDRY TRAY ti ... ' / ,I !(. ',,~-'7 CLOTHES WASHER --·-, OATE WATER HEATER -...J ;-."-1') -NOTICE URINAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-DRINKING FOUNTAIN ).i , .•. . TION AUTHORIZED 1$ NOT COMMENCED WHHIN 120 DAYS,QR lF :-~ .... ---"""'" ... CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A r-LOOR-SINK OR DRAIN ... ,. PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK MENCED. GAS SYSTEMS NO. OUTLETS I HEREBY CERTIFY THAT I HAVE REAO AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER PIPING & TREATING EQUIP. ALL PROVISIONS OF LAWS ANO ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER 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 CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LAWN SPRINKLER SYSTEM SEWER NUMBER CLEANOUTS CESSPOOL ~ 1/rz/7q_ SEPTIC TANK&. PIT \... .. } 12 -"" I ,?Ji ROOF DRAINS 51GNATU'lt. 0,-CONl'UCTOJt 0,-AUTHOJIIZ.ED AGENT I tOATEI (, ~· ..... ~:t'i""\.-.-0 -l, r,J""I r ,, ...(r>._._. I ~ Q •t1f...<;9 ISSUANCE FEE $ '1 1,-.. ii"' ..... ) , I - 'SIGNATUIU 0,-OWN[,. Ir OWNtflt IUl\.,0("1 OATCJ TOTAL FEES $ p ~.,,. -WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M .O. CASH INSPECTOR ELECTRICAL PERMIT . APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only Phone 7 29-1181 Permit No JOB ADDRESS J: / '7 cYL/....,;;_ J , __ ;;, LOT NO, I BLK. I TRACT <OsEE ATTACHEO SHEET) LEGAL I 1 DESCR, OWN;- ~I .P~~~,r.:, MAIL ADDRESS l'fo/ A~ ZIP {I /..A PHONr.,,_ ~ . 7"77-J#I 2 /. I ' ·'·'' '( ~-gr tf;I( .... ,, s -CONTRACTOR /; MAIL ADORES$ ~ PHONE STATE LIC, NO. c'.,J'Y J.IC JjO, 3 ~szytK.r 1orJ I , / ,/, I (/l)JiJt Gilt,:/ J l. /pd/0 / •·' " ARCHITECT OR OESIGHU "-MAIL ADDRESS PHONE LICENSE NO. 4 t •,I' I ~~/~,tj -ENGINEER MAIL AODRESS PHONE LICENSE NO, 5 J COMPENSATION INS CARRIER MAIL ADDRESS -4z_r;,,· BRANCH 6 _I';v:s. ii I_:;, I ,..:, t:JP'"'vl_ -I USE or BUILDING ~--¢' . , 1 c,t.Y~e 8 Class of work: □NEW 0 ADDITION 0 ALTERATION 0 REPAIR \ - 9 Describe work: l:t.-1:·<'. ll11M, r I r /~PIP. l.iv,M:,t /-dt_tc- PERMIT FEES No. Esch Fee SPECIAL CONDITIONS: SWIMMING POOL WIRING, NO INCREASE IN SERVICE ~~ ,s..~ NEW CONSTRUCTION, FOR EACH A,PLICATIO~ ACCE'l~ ev 'LANS CHECKED BY APl'ROVEO FOR ISSUANCE ev AMPERES OF MAIN SERVICE, SWITCH, 7J -z: -, FUSE OR BREAKER /tJ-P, f/1/ 7-J ,/-" ),; --I~.!/ DATE NEW SERVICE ON EXISTING BLDG. NOTICE FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC· OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS.OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM REMODEL, ALTERATION, NO CHANGE 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 HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT TEMP. SERVICE UP TO AND INCLUD· S' : -PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. -CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. (_ J.z. ~ {Af 14°/,13 TEMP. SERVICE OVER 200 AMP. PER 100 ,! P'A·- SI0lfATURE or C0NTlfACTOR OR AUTHORIZED AGENT (DATE) ISSUANCE FEE oc 6Ji I. TOTAL FEES >?'o '-""'~ SIGNA URE OfC oWNER IF OWNER BUI DER) DATIi:' . ~ WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M,O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR REQUEST FOR INSPECTION BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUN I TE 0 FLOOR AND CEILING FRAME D SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 l~RIOR LATH ~ FINAL OR DRYWALL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WefER HEATER if FINAL READY FOR INSPECTION: □ MONDAY □ TUESDAY D A.M. D P.M. TIME: ______ _ ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 ~E DETECTOR ~ FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN 0 GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS 0 RE~ PIPING ~FINAL WEDNESDAY □ THURSDAY □ FRIDAY SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY U./h. O' PHONE NO. ~ PERSON TAKING REPO~~?!fac,___,,'-+---..:~"""'---- ~~========~;;;:::::::;:::;;:;;:;;:--:;::;::::;;=~~~---~==- . . W.//U~~~ f~~ a-(< 7o cf~ rf-- ~, j ~,e REQ,UEST FOR INSPECTION BUILDING D FOUNDATION 0 REINFORCING STEEL D MASONRY D GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH D INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL TIME:. ______ _ _______ DATE:--1-f'---~---·• __ ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: □MONDAY □TUESDAY □WEDNESDAY □THURSDAY ~ D A .M. / -r-l,.,. h~L~~ sPEc1AL 1NsTRucnoNs_Y_□_P_.M_. ___ w_~ __ ✓b-~..,.,,.lAL{+--~ .. _-~ __ -.V ______ _ REQUESTED BY __ ....,,c..~-~-=-?--~_L_~ __________ PHONE NO_b' f -7' f Y f / PERSON TAKING REPORT _______ _ ,,, . ~ To JJ M GR/;) Id/) A'1 Dote C,,~ tC I-?7 d) 1)// fEJ.1£7/fjjTfoi.t I~ G-Al?iJr,E £ii?£ ..u..;~ l/1 s/J~ fl 0£ s -F~l1=.o @ s £/F oL os 1./l?E J./J;;f?p(JJCJ/?~ oN G-!JRA6-G' /z/?$ Doo/2J REpw,~o Q) ,,0-¥,, f?», IJ Ta f?E 1,.v:rZJ;1/r# Ii'[ I) I I s 7,JJ, Rh;; Lf 1 fa~ 7lt bWJ..r ~ / Tvl?NFJ? /,Al ,,.Qr Tap h&P flo1Tot>i t_-=,:;, TFR >v )/I>:• @ ;:: EH I' 1 N , ; J:. 1-vL ---:;,u,/ c f:. I DUPLICATE Signed • / RF 'fi v II? c&1 2/ £/J Jc t' a ;.., ,Pi 1: re cD lJ. tt £L£ f'T/?, c /JJJyE/r s·l/.,/) 11 0€ l A [iE ltE:12 1 /J>-112 Rt1/./ C:z O lJ1, ~ ~ // 812012 7l/?E 6i Efff?, C.Q I (<£eoEf?Ue!Ll£L .r)rb11 OE ,/Jl?/Jl?ol/FP • J/'fJE ToR J ut/1 t/JE P}EEJJE C1 //.Ak~ ,1 Jr ii (j) c /ece/c lJ I/ To,IETr &tc /rfe/o · Dowu 5£cvl?,7)') Sofi?e /!JI(£ luor-F Dote Ae4'iff,. 4S 465 Poly Pait 150 -I 4P465 I . . .. To ;:r;1'!, ~ff/a /j fa N) Dote o/-C/-7 °J (/) /:l/f£,PL.JJ~£J S#Af/ Jhv.c: p co'T ~A f?t/J-A-7 £6'bkL o F o {'£ -!!/i,,,;, (9 So~£ ~' !tiTr JAi f1)) 71fl?oolvJJ /Vo T C la u /kc~ fl.JG rue tY /k d r wr (y fJENETRJJTi oJ./ o fa-ONE. 1/ovll {I) p'oo12 DJ../ NoRTII-//}11 r F f)/2.. vote DUPLICATE Signed .J7M Coulnc 7 hr & /J-?puPa;t 1:/JI/L(, -Z: 01 fJ Nol J Poly Pok 150 MIJI 4P465 . REQUEST F~ INSPECTION -~ PERMIT NO. _______ DATE: INSPECTOR /{)'.~ TIME=---''-------- 3 -(cJ--79 OWNER ___ ---=2:::._•-+~::::....===------------------------- ADDRESS ___ d-~_w----=...~-q__!______J,,,l~~i..==-.::~------------ BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUN I TE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D 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 READY FOR INSPECTl@N:/ D A.M. O P.M. ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL TUESDAY D WEDNESDAY D THURSDAY D FRIDAY A~~v--. ~ ;/a.."l/, (1/~ ... ,,,. w~;~~ u~ AM ,/LA ~>{ µdi ~ -J REOUE rOR INSPECTION TIME· i'NSPECTOR =,-~✓ PERMIT NO. DATE: 3 9_77 • OWNER ADDRESS c2¼2-7 7 BUILDING D FOUNDATION 0 REINFORCING STEEL D MASONRY 0 GROUT· GUN I TE 67~ 0 FLOOR AND CEILING FRAME 0 SHEATHING D FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING [p U!)!DERGROUND WATER rti,-1foUGH PLUMBING 0 TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: □MONDAY □TUESDAY □WEDNESDAY □THURSDAY REQUESTED BY __________________ +• ~./4;,u,/-~~✓ 77, ~ CV/ ~AJ~ ;l-F-? / RE9,Uf$T FOR INSPECTION T1ME:------=/'--o_:-=---s-..l,L_;{_ INSPECTOR -'/ O'.)v\/ PERMIT NO .. ______ DATE: :2 -'1-11/ OWNER _______ ~ __ Z._:_1~~:..._____,,,~,;,s..lJ)<!......A:.__...----------- ADDRESS. ____ .....,.~_cf_____;_;c_~_---_q...;__.....;;;;{)_c.___z ~c:t,,/'----'--_________ _ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME e~:GLATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER g ROUGH PLUMBINGJ TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN ~S TEST j 0 WATER HEATER D FINAL READY FOR INSPECTION: ~AV D P.M. □TUESDAY ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND (§fiw'uGH ELECTRIC_.) 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL D WEDNESDAVeAV □ FRIDAY SPECIAL INSTRUCTIONS __________________________ _ REQUESTED BYQ-v--+-\'--'W\'-'-' .,___,,~,,._..,IA......,.._./4_,_a'"""'./W\~.........._-----PHONE NO. 2 d{f-1i 'j L/(,q \J PERSON TAKING REPORT--L~-4-Ql.------- To v?a/p#/ • Dole 5-~• 77 " ,biJ ,,., (/2 fJ N £ I Et£c T~ I" )°@ ':I Lr£ /?o1.,.~,..,. 7u /.llt; TFe L / Jtie:. @ C /jlfc f< a 1.,(/ ~ fr 5 l",' I~ F, '2 £ /,J,l.o, t J;j I ro 1:) rr O V µp T1.t 12 L (j /j;!:;;~7;/7/J~~r J=o '&uPctl~I? ~o ~ ,VJ;, ,VN ,. • .. Signed Dole Re.tiff"" 4S 465 Poly Pok 1$0 _, 4P46$ REQUEST FOR INSPECTION TIME: /1?""-, INSPECTOR __ • -~/'-- 1 ;::__-'----'----PE RM IT NO. _______ DA TE: __::=-...._---!.7 __ )~1 OWNER __ ___,,~-' ___ //----'/'--:=~;;;;,_;,_~ ____ "-'-'-____________ _ ADDREss __ d___,C(_S_a_7 __ ~_)_C._.Q__o;;___ ___________ _ BUILDING 0 DA'fl0N _,,L p-AE-INFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN 0 GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: □MONDAY □TUESDAY D WEDNESD Y D A.M. O P.M. SPECIAL INSTRUCTIONS ____________________ .._ ____ ~_ / t /) £J 1?-<-t ~ ~ I 5 Cf~ REQUESTED BY __ ::....,(=-'P(=---=-~--'--=---=-----'=---ep\.:...:...._~ __ ,,_,_t'l_-(_--=---PHONE NO. __ ___;,....c.... ___ _ PERSON TAKING REPORT _______ _ (lU ~ M MJ tflj ~Y'- if~J ~ ti /c ?o p~- 2-f-?f REQUEST FOR INSPECTION r;_,_,o TIME: __ _12""'--'---- INSPECTqR _____________ PERMIT NO. _______ DATE: OWNER_----=CL,Q_~~~t~~:lo4--l~ ~-------- / -/~ ~11 ADDRESS-----~...;;;...-~__,___.._tf...a.--C!)------"CQa"""""""'.....,.._CI['-,,.,.___,...__ ________ _ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY D A .M. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN 0 GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL D THURSDAY D FRIDAY 0 P.M. SPECIAL INSTRUCTIONS Q \ ~ \ ~ cJ--YJoJ+l vv<Li_L c_ 'v\ .Q..c k'. O'<\ A aw °1' • REQUESTED BY a,)_ ~ t ~ PHONE NO. PERSON TAKING REPORT_-~...,.{------- /-{'1-7/ . 3 $' I 1 __/~ .,,{,J~ ~ J~ ~ ~ 7 -/o <--1J1l ~ ~ ~ ~ ( ~ ~ .:t ~ ~ ~ d ~~ ~ --4--e, ~ ~ ~ Jrm ~ ~ AJ~~ ,;;;r c4-l\_ ~ I ~Lo,'/ ~ 7ak~ R E,QU J;ST ~ R INSPECTION ~ ,f ~ ; 0 INSPECTOR ~ . PERMIT NO, _______ DATE: nME=,-~/<----.><:,..o_: ..... dO~-- / o -"'-I -'7 i OWNER __________ ~z_=-~l~~.,,,c....;:.=. _________________ _ ADDRESS_-=.').._Y_?-_-_q-'-----=~e-.....=~e...JC.....L--=--=*~--------- BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUN I TE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D 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 READY F~~PECTION: \. □MONDAY D A.M. -r .)B-TUESDAY - ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL □WEDNESDAY D THURSDAY D FRIDAY PERSON TAKING REPORT----<ut~------ . ROOUEST ~INSPECTION TIM~, _ ~1 INSPECTOR . 7 ~PFRMIT N0. ______ DATE:/0-,j~--7 OWNER ~ ~ .,;zi;~ ADDRESS d-Y<;<z O e ~___./ D FO'UIV-..u.JWl---- ~E IN FORCING STEEL 0 MASONRY 0 GROUT -GUN I TE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY ,✓,.UESDAY D A .M. ~ 0P.M. 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND OUGH ELECTRIC OL BONDING 0 ECTRIC SERVICE 0 CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN 0 GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL □WEDNESDAY D THURSDAY D FRIDAY REQUESTED BY __ -11-~!.::...<~~-=+-----~------PHONE N0. __ .,.___,.~---- PERSON TAKING REPORT---+----- "" -· ... off @ (,<_ ? 0 ~ r ~ fa~ rµ--( 12~'-7' /0 -11--7~ •. Rl:{lUEST~R INSPECTION TIME, /Ot:Ss;"" INSPECTOR ~ PERMIT NO. _______ DATE: ___,/'--'o;_----=-;l.._4_-__ OWNER 2.. 1f,!!,.J1.[L., ADDRESS 9L/ ~q ~ S+-· BUILDING □ FOUNDATION □ REINFORCING STEEL □ MASONRY □ GROUT -GUN I TE □ FLOOR AND CEILING FRAME □ SHEATHING □ FRAME □ EXTERIOR LATH □ INSULATION □ INTERIOR LATH OR DRYWALL D FINAL PLUMBING □ UNDERGROUND PLUMBING 0 UNDERGROUND WATER □ ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO □ TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY ~ ELECTRICAL □ TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND □ ROUGH ELECTRIC □ POOL BONDING □ ELECTRIC SERVICE □ CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS □ PLENUM AND DUCTS □ COMBUSTION AIR D PATIO D SIGN □ GRADING □ DRIVEWAY D CONDITIONED AIR SYSTEMS □ REFER PIPING D FINAL D THURSDAY D FRIDAY PERSON TAKING REPORT-----~1-w.-'-- . REQUEST FOR INSPEC: H)N TIME: ______ _ ----INSPECTOR __ ~-----,1\,--e;~.,L...-.=;___-4-~-;-.::RMIT NO., ______ DATE: / # -12-2.f? 'J-7 -6-'ti OWNER _________________________________ _ ADDRESS ______ .:2~;l.___,,,j.._-_ _.9c..._ __ &~~===---,e::__,._.,L../ _______ _ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: □MONDAY D A.M. I I ) I V ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED Al R SYSTEMS D REFER PIPING D FINAL □TUESDAY D WEDNESDAV~HURSDAY D FRIDAY D P.M. / ~ ./ SPECIAL INSTRUCTIONS _________ .._..,~::::....,,::....:::=--=...,._.~_~__,,....w:i..~.:::::=.:::::::i, =--..,._''---- REQUESTED BY __________________ PHONE NO. __ --,,,,.~;-...,,.~~L...---- PERSON TAKING REPORT_-+-Z:1-?F;___= __ _ l . ~~ ~ &J!£ ~ Jy O /_, ) 7° A~ ~ ~ ~~°/' ~~~ cJ-,t-(_ ' ------' if' ~ ~ a/ ~~ f cJ-t l-? / REQUEST FOR INSPECTION TIME: ~ ~ PERMIT NO.,::?}?-~'JS YDATE: ,/6--dz -?f:Y INSPECTOR OWNER ________ ---=~=--'f-1~~ ... ,.,i.S""°~€~~....!..~--=--=___,=------------- ADDRESS_~d:::......-L-</_,,,,Sc__,<....2 _ __:0=::__ci_..~=...:::.____:_ _________ _ BUILDING INFORCING STEEL 0 MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING D FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY ~ESDAY D A.M. D P.M. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO 0 SIGN 0 GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL PERSON TAKING REPORT __ ........c;. ____ _ ~ ~ ,,w~ !JI-) 12.~ .. · .. ;/ ~,;"--oP 6 /ll ~ " /J ~ / 0 t , -.,. P . REQUEST FOR INSPECTION TIME: ______ _ PERMIT NO. INSPECTOR ~ OWNER ________________________________ _ ADDRESS---~--'---'-'-i--'0.._-_,Z.____,_&=-----c;~---'---"''"-=----=---"V~-------- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR 0 PATIO 0 SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL D MONDAY D TUESDAY D WEDNESDAY *HURSDAY D FRIDAY ~:.:. ~ fr ~ d~/1 READY FOR INSPECTION: SPECIAL INSTRUCTIONS ____ ,,...~'--"'-"""-----=-------::;;._..:;._-=-,------~~..,,,.-'+-r----__.,. ~ v VQJ?J C: REQUESTED BY LI~ ~~(Aftc . h ---µ~ ~- ~ C{,0(-~ /4)--1.A-l 6,J/ ~ ~ ~ --tu J.,v_ t() u-; . "-' fad~, ru1 ~ ¼~ ~ c_~---~-L/_v_/ tf ft(_,. I /.' j.S- q-}f-1{ :.~2~:ST~0 1,~, No ______ :::: OWNER ____ -z,.......,,;.------'-,f)'-""_.L1Ao(u?.µ,,c;-= .... fl--'------------------------- 2 t+ s½ 0~ ADDRESS ___ (L:_ ____ :i_.___.;.....__~--=-""-'------------------- BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUN I TE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE HEAT UM AND DUCTS ,L-1'/'J{~~· .... usTION Al R 0 0 DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL REQUESTED BY __ aQ..-¥-_. __________ PHONE NO. 1.J--w1:s ~ ~ PERSON TAKING REPORT---iq£-..-J·,F-J,,----- BUILDING D FOUNDATION 0 REINFORCING STEEL D MASONRY D GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 'yl 0 UNDERGROUND WATE~~6 0 ROUGH PLUMBING '- , 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST t, ") r\./fvc J 0 WATER HEATER D FINAL q,·:}._ 0 ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING -'- 0 ELECTRIC S'ERV CE , i\/ D CEILING '1EAT i;ft I,,, f\ ~ ::d~. 'r, CT'.t~ \I ½S, r;. II °'F~ / f,lf 11.b ~ ~· MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR 0 PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL REQUESTED BY Co Q~ 'o V I\ & PHONE NO. 1 g.__q _ q ;,..-<{ ':, ~ O WQ_ PERSON TAKING REPORT '}-e 'REQUEST FOR INSPECTION TIME: .Pt'V\, INSPECTQR ___ r.-:-'-/-~----+----P'E.RMIT NO. _______ DATE, 9-1 (/-7 y \..__ ~ OWNER-------------===-~-~~~,=:::__,:==-.:::::=-=-J------------ ADDRESS __ c;;J_<(_t5___.1 __ 0=--=Cp:::o..:::~==---------------- 0 REINFORCING STEEL 0 MASONRY ~ROUT -GUN I TE 3: l> 0 -1../: 0 FLOOR AND CEILING FRAME 0 SHEATHING D FRAME 0 EXTERIOR LATH D INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING D UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: □MONDAY D A.M. D P.M. D TUESDAY ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR 0 PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL □WEDNESDAY ~RSDAY D FRIDAY SPECIAL INSTRUCTIONS __________________________ _ REQUESTED BY __ ~====-_c~,_L::_..::::::::::::;L ______ PHONE NO. ___ ~,__ __ _ PERSON TAKING REPORT __ ~,__ ___ _ ctll~,c,_Afa~ ~41~~o<A_A~ ~ µ} 0N-~ Afi-~ ~ 1~ /orJ:-~{ i ( z__ 7 JA ~ 7o _,//11~ ~ ½~ @/l'J 4 REQUEST FOR INSPECTION TIME: ______ _ INSPECTOR T6J)~ PERMIT NO. _______ DATE: 9-11---;K OWNER _____________ ~-.,.......------------------ ADDRESs___,d:~'f~.L..____,_7--"(C)=--~--~>I--• __________ _ ' BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 ASONRY ROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER □ ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND □ ROUGH ELECTRIC □ POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS □ COMBUSTION AIR □ PATIO D SIGN □ GRADING D DRIVEWAY □ CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL ,__ _____________ -----:=s-----..:...........__. \ .. _______________ __, ....... READY FOR INSPECTION: 0 MOND Y O TUESDAYh □WEDNESDAY □THURSDAY D FRIDAY N.M. O P.M. J , /J. J. SPECIAL I NSTRUCTIONS ___ _,/f-=.-=---____,,Hf'----F--'----:J-++-----i,1f-1£'----l---~--VA--v/---=·--- 7-12 -2/Y Tl ME :----"'-2=-:__,t/-'----=O __ .· REQUEST J;OR IN~PECTION INSPECTOR :J_f"Y\ ~ PERMIT NO. _______ DATE: q-1-~? OWNER ?,_t ~$..Q/l.- ADDRESS d: 4 ~ 9 0 Cb-:a.ciC:: ·S.t BUILDING □ FOUNDATION □ REINFORCING STEEL □ MASONRY □GROUT· GUNITE □ FLOOR AND CEILING FRAME □ SHEATHING □ FRAME □ EXTERIOR LATH □ INSULATION □ INTERIOR LATH OR DRYWALL D FINAL PLUMBING □ UNDERGROUND PLUMBING □ UNDERGROUND WATER □ ROUGH PLUMBING 0 TOP OUT PLUMBING □ SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER \ ~ D FINAL ~ READY FOR INSPECTION:~ ~· O P.M, □TUESDAY ELECTRICAL □ TEMPORARY SERVICE □ ELECTRIC UNDERGROUND D ROUGH ELECTRIC □ POOL BONDING □ ELECTRIC SERVICE □ CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS □ PLENUM AND DUCTS □ COMBUSTION AIR □ PATIO D SIGN □ GRADING □ DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL □WEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS _ _,_..,.__,_-\-__,_..=,,,.,__ __ ____,..,1--------"-=---,....._---,::---------- 'lc ~I~ REQUESTED BY c.,cJ4 . 0 c..) , I~ PHONE NO,_l,....-_µ,.L.-1.....!J_ __ % ~ 4~ \.r, At\-.1\.a · PERSON TAKING REPORT _______ _ / 6: C, 0 CR, IA - ~ A;~ 710 OJ\-{ ~ /4, 14 ~ ,l,;k-~ <r-11-7 r 'REQUEST FOR INSPECTION TIME:_/_o_.' _J _r_ INSPECTOR_~....1...._;Lrvvv\:...__---1,fl~/---~-PERMIT NO. ______ DATE:-t...__-l_c/_-_7.......:'i'~ OWNER ______ __,i.,~--1-~--2_-==-..!..l _'4:4Rf\....\===--=----------------- -') llA-a Qr--fJ~ ADDRESs. _ ___,d'---c........l_:___,,d"c........_=.i_.._ ___ ~_->,C;,l!::........:..-='-----------'------------ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUN I TE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. D SMOK{: DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN 0 GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL ./. READY FOR INSPECTION: ~NDAY D TUESDAY □WEDNESDAY D THURSDAY D FRIDAY D A.M. D P.M. SPECIAL INSTRUCTIONS __________________________ _ REQUESTED BY )ADJ)~ PHONE NO. 7 ;;i..q -LfiV fa PERSOr-.r \; AKING R EPORT ____ --->:::Cf~--- . aP ,,Ji,,1)/42~ .M ~ ~· .. ··· µJf.;f-4~· 0/(_ /,:}~ ~ ,,w~ fa? ,,?J,(f ~ A ~~A»~.&;,d~~ . REQUEST FOR W§PECTION TIME:--"'-;i:..........i:~...__,,._D __ . INSPECTOR -0 ~5r0 P;RMIT NO. _______ DATE: -----"'z'--...J.3=---1L-41t'--- OWNER_-----=2...=---+I re-F-=...,_~~-''--~-,::-~--1'(1-.-r ,,,-_--~-\--.---- ADDRESS ____________ _j__.__ __ ~ ___ ___;:::_ _____________ _ BUILDING D EXTERIOR LATH D INSULATION D INTERIOR LATH OR D FINAL PLUMBING D UNDERGROUND PLUMBING D 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 ELECTRICAL D TEMPORARY SERVICE ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE • ,:-fJ CEILING HEAT L \)=:JG.F.1. 7· D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY □WEDNESDAY □ FRIDAY REQUESTED BY ~a}) \ 1 ~ ita,o~ / PHONE NO. 1;)_Cf-L/F 1-/ .6 PERSON TtKING REPORT t e 'REQUEST FOR INSPECTION TIME:, ______ _ IN'SPECTOR---+{------1.~.,,,,_-=--=--=f-.---PERMIT NO., _______ D TE: OWNER _____ ------4-__ __,:.....+-------------------'-..,;._ ______ _ 7-11-?cf ADDRESS _______ ~c2__.½~,L~;£...o/ __ ...:::a2:=-=~-=-"'==-=....:::....-------/ BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL I READY FOR INSPECTION: D MONDAY¼ TUESDAY D A.M. / " O P.M. ELECTRICAL (1 ~ TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL i □WEDNESDAY D THURSDAY □ FRIDAY SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY __________________ PHONE NO. __ Jl~--/!f-+--~,-- PERSON TAKING REPORT_=(_)=-...,._ ____ _ 7-t f-1 / J ~ --/ crJ,. ~ ~ ;12, ;~~J~»-/ ~ 4~.PJ~ -cU..1 -_,U.).l ~ ./2!.A µ a. -12,Jl I ~ • t ~ J~ ~ __,_;;::"--" ~¥ ~~ ~ ~ ~. 7l o ~-LA~~ ~µ~ ~~~A-1~ li?AAA, •~ {AA\_ 71(}J-oJJl~~-<A ~4 y -A,./ I.Q\./tA--/7 J-1 B-· ? r ==---===~=== -= PERM IT NO. (P~ f;.i. #--?f-;;_7 ,A1007 plication for Grading Permit CITY OF CARLSBAD ----(letter code+ number: L=lot S=su bdivision PUBLIC WORKS & BU ILDING DEPARTMENT 1200 Elm Avenue 729-1181 _C=City contract 7/-?709 C;;-: l FOR APPL ICANT TO FILL IN Site Address Surety Bond Bond No. 2459 Ocean St., Carlsbad, CA. 92008 1111.1 ,.,,.,_ ,o 5 P~IO "J<;Q* •• -~ ..... , f;/) Lega I Description Assessor's Map No. 1782 Surety Company Parcel Number Book 203. page 021, narcel 02 Subdiv i s ion Name Surety Address Granville Park, Lot 2 Owne r Phone Date Fi led Rec'd by Stanlev Zinser (2li) 277-:-:1411 Owner's Address Cash deposit Rec'd by Date filed 1go1 Ave. of the Stars. Suite 88Rin LA 90067 $ P I a n s by ~ R.C.E. The fol lowing documents are required and shal I Architect. J. Scott Carter C-866:-:1 become a part of the grading permit when they V\ddress Phone are approved. ~o~o s. Bundv Drive. LA goo66 (2li) ~Gl-6768 __ Gradi ng plans __ Specif ications Soi I Eng ineer R.C.E .17553 Phone __ Soi I report Vicinity map Woodward-Clyde. James Cavallin (714) 224-2q11 __ Drainage structures Reta ining wal Is 8rading Contract or Phone __ Compaction report Other --Not vet selected Address Check if supervised SPEC IAL COND ITIONS WHICH ARE MADE qrad i na A PART OF THI S PERMIT 0 arty res pons ible for over a 11 s upervision General Contractor I . Authorized hours of operation: 7:00 AM to ~roposed use of grade s ite 5:00 PM, Monday-Friday. ~-Unit Trinlex 2. Haul routes are to be aooroved by Citv Number of cubic yards Engineer. Cut Fi 11 lmoort Waste 3. Adeauate orovis ions s hal I be made for eros ion and s iltation control. 6P:ti? .3 I 294 d3 I --,~~d3 4 . A II s I ones sha I I be olanted per direction .,-~.:,-y of Parks & Recreation Director. Total Compacted Yes fi I Is (yes or no) Proposed Schedul e of Start Finish Operatio ns (dates ) May 30, 1978 June 30, 1978 I hereby acknowledge that I have read the appl i ca- tion and state that the information I have prov i dee INSPECT ION DATE INSPECTOR'S is correct and agree to comply with a l I City SIGNATURE o rdinances and Stat e laws regulating excavating and Ground preparation grading, and the provi s ions and conditions of any Rough gradi ng permit i ssued pursuant to thi s app li cation. Compaction report rec'd. S ignature of Permittee ... Planting & dra inage Owner or a utho rized agent');-.~ (~ Fina l certif ication rec 'd . /I . ....... oo Work completed Grad ing permit fee $t;;:7 Surety bond rel eased Permit Va Ii dation by Date ,-,j.,J_-; r Permit Exp iratio n Date _____________ _ THI S FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERM IT TO DO THE WORK DESCR IBED THI S PERMIT IS VALID FOR A S IX (6) MONTH PER IOD .. . . APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD ENGINEERING DEPARTMENT 729-1181 EXT. 35 FOR APPLICANT TO FILL IN BUILDING ADDRESS OWNER MAILING ADDRESS CONTRACTOR CONTRACTOR"S ADDRESS -1..I)' ! I I?.. I I NEW BUILDING EXISTING BUILDI NG • LEGAL DESCRIPT ION (; I I Al Ch-u2 REMARKS: /j / - LATERAL LOCATION .,.: (I) ST. LATERAL NO, _______ INSTALLATION DATE------....1 SE 190 4 BUILDING DEPT. ISSUED BY----'--~-=:.. ___________ _ DATE ISSUEQ_,___..c___,e:.__e~~::::...---------- VALIDATION RECEIVED JUN 2 2 1978 LATW{1jft~~m sTANDARo 4-~lp~r:MJ,&.~-'--a_rt_me_n_t ____ _ OVER 30' H. @ FT. ________ _ OVER 10' V. ___ @ ___ FT. ________ _ STANDARD 6" (MaK. H. 30', V. 10') ________ _ OVER 30' H. ___ @'---__ FT,--------- OVER 10' V. · @ FT,--------- TOTAL CONSTRUCTION COST--------- SERVICE CHARGE (REPAVING ETC.) ________ _ TOTAL LATERAL CHARGE--------- LINE COST DATA ASSESSMENT DIST. NO.------------- FRONTAGE ___ COST PER FT, ___ TOTAL __ _ OTHER __________________ _ CONNECTION FEE NO. UNITs:i:Aru_. COST PER UNI/~ 1.549 TOTAL--- PUMP STAT ION FEES NO. UNITS ___ COST PER UNIT ___ TOTAL--- TOTAL CHARGES (LATERAL ETC.) _ __.c....:..._ ______ _ INSULATION CERTiFICATION This is to certify that insulation has been instal led in conformance with the current energy regulations, California Administrative Code, Title 25, State of 1California, in. the building located at: f .. SITE ADDRESS 2459 Ocean Street, Carlsbad. Calif. EXTERIOR WALLS Manufacturer Owens-Corning and Johns-Mansvi lle Thickness/Type 3 ½~' Friction R-Va lue 11 CEILINGS I Batts: Blown: Owens-Corning and Manufacturer Johns-Manville Thickness/Type 6" Kraft Manufacture r ---------Thickne ss/Type ________ _ Wt./Bag ______ _ Sq. Ft. Covered ____________ _ FLOORS Manufacturer Thi ckness/Type ___ -.-____ _ ------------ R-Va lue___}Q_ R-Value R-Value R-Value GENERAL CONTRACTOR LICENSE ti ------- BY DATE TITLE INC. LICENSE # 221517 C-2 BY INSULATION CERTIFICATION This is to certi±y that insu1ation has been 1nstalled ir. con formance with_ the current -energy--regul::a-ti-0ns , Cal"1.fornia Administrative Code, Title 25, State-of -Calif.o.rnia_,. in t.h.e build.i.ng-..loca..ted .at: SITE ADDRESS 2459 Ocean Street, Carlsbad, Calif. EX TERIOR WALLS Ma nufacturer Owens-Coining and Johns-Manville Thickness/Type :5½" Friction CEILINGS Batts: Owens -Corning and ManufacturerJohns-Manville, Thickness/Type 6" Kraft Blown: Manufacturer Thi c kness/Type --------- Wt./Bag --------Sq. Ft. Cover e d ____________ _ FLOORS · Manufacturer ------------Thi c kne ss/Type --------- GENER AL CONTRACTOR LI CENSE ti R-Va lue R-Value R-Value R-Value R-Va lue 11 --- 30 --- --- --- -------- BY TITLE INC. TITLE Vice Pres ide nt DATE LICENSE fl 221517 C-2 DAT E ~' . , c sTATE oF CALIFORNIA r . CALIFORNIA COASTAL COMMISSiorl SAN DIEGO COAST REGIONAL COMkflSSION 61 S4 Mission Gorge Road, Suite 220 San Diego, California 92120 (714) 28o-6992 . ___ , .. ____ _ ,. CERTIFICATE OF APPBOYAL · ·:1: .· This Certificate shall serve to notify all.iritercstcd p~rties that this proj~~ has been: ··:':~;;~~-. .•. -,~~tJ ti'.=~-~·-.. -~-,-.·~:·1'.·~~s?.-:t~:r,'f.+if~tE:·,:f~---:.••.~;:?-=:·~-;-~--:··. ·, .L]·· ... : :: ·. , ·:-=-·:>: ·.. . x..1r: <.-_, .. ,~e.:1lov~o ·:1 ".:·•.-•• " .,.. •. VESTED RIGHT '.,'.l ~-~•';·: .-• • .',.;• • ft ·•.,. ..•• . ..-;-.,..,,,· •' ... ,•••• ·• r" .. ••· '~' . : ' -~ ~-;~~:{by the.Sari"oiego Coast Regional Comm~ion in ~o~pliance with the California. Coastal Act of 1976. •. t • • • t. ..... •• > ... -· .. :._: .. : : . : • '.>' .. ; • -:;~ ;~~~.... • "" l • '• ._ • • • • •• ,. : ·<,:,~Location~fProject(addr~): ·2459 Ocean St., Carlsbad (APN 203-021-02) . :,/·:·• ... /-/< Control Nu~bcr: F5542 ... ...:· • '_-! ... ~- Date ~f Commission Actio~-' --~77 --~ .. -.. --. ,_, ________ -.·, .·. -u n· . • • • 'I •~••s.:: • ~:-~ I• 1• • I • · · Verification: · · • ~-.. ·· · : &~ , Executive Direc~or · ·.(,.f-'•··., · -~·:·' ·~· ·_" ·,:-:· \'\ · ;· :· s~m Diego ~st Regional Commission · ,, : :: ~.~·, ~: ~'-~~~ c'"_!·:t:,t?!.~j}~:t:t-;_::,~-=i-\.:~:::-~·;,;,--. ·· ':-_. · •.,· · · · . · · ' · · • ~1.-:~--Notice to' Contr~ctors:fThis Ce.rtificate~ to be publicly displayed in a prominent location on the construction sitt ,:.~~until construction is completed.· ' -/-" ~ .... -~ .... 0 00 ,.:,-,M -•···•---- 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 December 13, 1979 <l!:itp of QC:arl~bab TO WHOM IT MAY CONCERN: The project at 2459 Ocean Street, Lot No. 2, Grandville, Map #1752, has been built to the standards of the 1976 Uniform Building Code . . GREEN Sr. ilding Inspector REG/gl TELEPHONE, (714) 729-1181 s· 2-s .. ?~ ~C.,.,,--o--1,. ~ ~ r (/A,,,,~ 7<f"-,2. 7 1 rLcl17ad.-A:d~~t6~ ~~ ~ --7(.. _<B -~. ~ . '2 S 17 c!. • 7 ~ ~~/V'I"~'~ ~~~-Zt=-- 1/4~~ c:; ,r ~~.?-Z~ ;:z;:--~R. ... .0~r ~~~~ • d rY , fl-2-.· "~ ~ ~( .________,,o_~), , .@~ ~ ' ' ........ -...., /4 \ ~-c~~ ~ • + ' 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 • <!Cit!' of <ltarlsbab C:C~CT/oNS ON -ST,'<v'C.TV/1/-.L. .OE<S/GN F~: FRo,-=, .Z/F,5,E~ TR./r'.LEX, !l9 5"9 C>c,,,.,,,vv ST-, C'A,s,<--SEAO ·····--··---------- TELEPHONE: (7141729-1181 /@ p,-qov/.o~ A C£>NVl!2N/,E,,VT /1JsNT/F/<:A.r10A/ CJ,t= <S-llEAfil-VAlL--S , t:t.EA"-'-Y /N,0/C,AT/N6 TIie//'<. ExTE'NT /N ,Pi.ANS, A6 K/EU. A-.5 A T,l',,,8()1.ATGD CJE,S,C'.fe/P- TION O,R <S',Pe'Cil=I CAT/ "l'-i .CO,'< ,G,I\ Cf-1 IN CLL/,0/,<Jfe, 'THE/ R ~,QU//Z,50 HtJWO<AJN.S AN,D <S##a,1\/>. AMC,'fo,;,,,,.G.e;. ({f) /@) CO/npty;l'JE, Fa!< l'(E&.Vl""-GLJ <S/!.EAA. 4NCH0/2,'\Ge C'p ~--""'fl.Ls 0 ro@ /ND/C'-A TE IN FOclNb;",T/OJ<./ Pv\H AU-. f'r:>-J~ THAr A/?E CONTI/J</OtJ, VI=' To F<kJTtNG AND A<-L #Oi.D()t-UA/$, AAl,D frlG.L:1,'IANl&Al-ANCHO,t,.AG,""S" PIAT CV/<.-(., l!JE /,;n,8E.o,t,E£) INTO rTNGS 0,'2 C~Tt!F PAO, /g) ,,<;,>scw,,a,c;.c bES/G,/,/ C,,P RB-C ii> /NCl-UaE A CO#ce/vT/<?A7E,L) ~L) ~"'-OM U/,4t,,:. ,Pl:!,'.!./"/Nb/CVW't;II!-To S~M. AL.&o q,,,,,s;,,:-;,c; /U!i'AC.-T/ON /N b;e'.[;/G.,,V Ae,,,\/ AIST -,,.#EAR., /@ /N.o/cATi: IN AOO)'= l='/V4..NtlN6 !°LAN t:3/S=AM~· ov.-S,A/,DG/E: ~Y/N6i- ~0'-"Vl-/"'.AN,e~ A.s l'v,l!;'L.<-A~ .=l'<.AM,oJ'G-~ /4,DvA<'-E/-11 ~/Ce ,e,Q/.£:61':, AL.60 '3Ao Pl.OM. ~,o &t!!< .,SL!=Tt.UEi ew/ .</ Tf:#EN .ANL> .DE'C I'-. ,.{G') O,,~c,,,c. F<.a'7/L. "9",•y<,o,,vG Ar CL.0!',£7' ,A../(7, z. t',F VV/T ''.A " ,,..,A-5775/U 8E£>/U!)()l'la ~ (3U>F<-Oa/l) ANO ,I\A/O/N/A/6-I-IAl-'-t.WA'f' TV CONl=Oft/M, u.;/Trl D/F-1";1!5~ J/-J TIJEt,l'l.. FLOolL Eu;;uAT/ONS. /-(j) C#GC-K CANTll-E-tJ~;<-✓O/S/:S 6,N .00,l!.,MEPS ;<f.) ,P,eov/£/e ,oe.,-,4,,:. OF CDV', 8F7WE$N fa.B-/2. 1-ri!?-// (l; C'.,JM,PlET~ O/l-CO~C7' /"~ A->' /A,//JIC-.AT5-P /# CHF-C!.,,K. )'3/2-/A/i- RECEIVED MAY 12 1978 CITY OF CARLSBAD Building Department . .K~CTION LIST Moo7 7<1-)7 (7 14) 729-1181 CITY OF CARLSBAD BUILDING DEPARTMENT SINGLE FAMILY AND MULTIPLE FAMILY RESIDENTIAL PLAN *WARNING: PLAN CHECK FEES: Where no action is taken by the applicant in 120 days, and no building permit is issued, all plan check fees are forfeited to the city. Job Address: _d-=--4_._._:2.-e.....-9...___-----"0"""'-UA.::-::,,~.c....L'.k'."---o::;.....:o.--Owner ____________ _ Contractor: _________________ Engineer _______________ _ Occupancy g .. 3 Type of Construction _____ _ Valuation _____ _ Basic allowable bldg. area 1st Floor __________ _ 2nd Floor __________ _ 3rd Floor -----------4th Floor _________ _ Allowable Increase Due to ____________ _ REQUIRED PLANS 1. Plot Plan 6. Structural Details 2. 3. 4. Foundation Plan 7. Elevation Plans General Framing ndex Sheet 5. Foundation Details .., 24. Indicate clearance from grade to bottom of floor joists and girders. . 25. Show pier size, spacing and depth, into undisturbed soil. 26. Show girder size, spacing and direction. 7. Show all conditions of soils report on plans. . Show positive drainage away from footings on site plan. 5" fall in 6 feet. Floor Plan ~of Plan ., 29. Specify minimum 18" x 24" access opening. Where expansive soils exi~t, planters adjacent to found- A. • I\ ations are not recommended. if rA.. Specify underfloor ventilation equal to 2 square feet p e , Indefinite -.. .. a._t.,1 f-1-s.;,..i.':J't acceptable. C. Required Engineer's or Surveyor's Calculations or Plans shall be signed in ink. D. Reverse Plans may not be used. Provide correct Plot Plan, Foundation Plan, Floor Plan and Elevations. E. The approval of plans and specifications does not permit the violation of any section of the Building Code ·or other City, County or State Law. GENERAL 1. Submit fully dimensioned Plot Plan, drawn to scale, including all easements on property. 2. Show all existing and proposed buildings on Plot Plan. 3. Show correct legal description on Plan. 4. Show all Off Site Improvements, Driveway Approach, Light Standards, Fire Hydrants, Water Meters, Sub Structures, Trees, etc. 5. Correct Lot Dimensions. 6. Show existing and finish contour lines. 7. Survey of Lot required. 8. Indicate all grading to be done. 9. Indicate Elevations of Garage Floor, and Street and Driveway. 10. Indicate Centerline and Edge Profile of Driveway. 11. Slope of driveway not to exceed 15%. 12. Indicate flow lines for disposal of surface water. 13. La Costa approval required. 13aSan Diego County Health Dept. approval required. 13bShow all requirements for handicapped. U .B.C. Section 1711 . 13cL.C.W .D. sewer receipt required. 13dCoastal approval letter required. 14. Carry ______ water from ________ _ under sidewalk through curb into iron pipe. street with cast 15. Provide engineering calculations for _______ _ 16. Provide engineer's moisture report. 17. Grading permit required. 18. Fire Dept. approval required. 19. Specify concrete mix @ 2000 P.S.I. minimum. 20. Dimension footing sizes and clearance from grade. 21. Show depth of footings below natural or undisturbed grade. 22. Indicate pressure treated foundation still, or equal. 23. Show foundation bolt size, spacing and pene1ration tJ1 for each 25 lineal feet of foundation pll.1i,..one opening within 3' of each corner .~~~_ 32. Step footings when slope exceeds 1: 10. -0 FRAMING 33. Provide typical framing details. , 34. Specify all lumber grades. 35. Specify fire blocking at floor, ceiling cove and mid- height of walls over 10' in height. 36. Show diagonal bracing at each corner and every 25 feet of wall. 37. Clarify bracing of ________ wall. 38. Show size, direction and spacing of floor Joists in ____________ _are overspanned . 39. Double floor joists or ____________ _ beam under parallel partitions. 40. Specify header size for openings over 4'. Show double headers on edge. 41. Insufficient beam size at 42. Provide rafter ties where ceiling joists and rafters are not parallel. 4' O.C. 43. Indicate rafter size, span, spacing and direction. 44. Show purlins on edge and indicate size. Same size as rafters minimum. 45. Brace roof framing to partitions. 46. Indicate solid sheathing and 2 x 6 or 3 x 4 studs on first floor of three story construction. Show section through. ____________ _ Show planter box details and water proofing, Sec. 2517C7. 51. Provide typical chimney details. 52. Specify 2" minimum clearance between chimney and framing. 53. Specify post protection when bearing on concrete. 54. Provide parapet details. 56. Specify inspection class ____________ _ required for ________________ _ 58. Provide drip screed 2" below mud sill. 59. Indicate how required structural and fire res1st1ve integrity will be maintained. Where penetration will be made for elect rical, mechanical, plumbing and communications conduits, pipes and similar systems. Section 301 D. 60. Clar· 61. Sh 'Af~~~ ... ~~~_:::iee::l.~~;.ac::.&~£,r,,...,,1--------loor area -12 square min. except bath- room). into concrete. ½" x 17" for masonry. I -'<-E-CO_R_R_E_C_T_IO_N_S_71L..1A_V_E_B_E_E_N_M_A_D_E_I I **NOTE IN JVIARG1 63. Provide ______ vertical clearance and ___ _ horizontal clearance from range top to combustibles. 64. Indicate attic scuttle (22" x 30" min.) 65. Provide draft separation for attic area in excess of 2500 sq. ft. 66. Separate area between dropped ceiling and floor above to 1000 sq. ft. max. 6 7. Specify stall shower min. width 30" minimum floor area 900 sq. inches. 68. Specify wall finish in shower area not to be adversely affected by moisture to 6' above the floor, and provide shatterproof doors. 69. Water closet area minimum width to be 30". 70. Show material to be used under tile. 71. Openings closer than ____________ --.1,:;"--1)rJ" to property line shall be of ____ hour construction. 72. Show ___________ ceiling height. 110. Indicate material to be used and location of sewer line. (If V.C.P. use flexible compression joints only.) 111. Show two way clean out in yard box with 5' of build- ing. ELECTRICAL 112. Provide minimum 100 Amp. service. Condos require 100 Amp. panel for each unit. 113. Show meter and panel location. l 13aShow fire warnings systems centered over stairs. Section 1310. .AJ-\. M A'( ,lor flF ~ocltTE P ,,41 '4 s~~l'f-6 F • MECHANICAL 114. Indicate furnace size, locations & registers and return air. (Size) 73. Show lateral cross bracing at garage plate line. 74. Show bedroom window as exit, section 1304. 115. Indicate heating equipment in accordance with chapter 7 of Uniform Housing Code. @specify heating, air cond"itioning and ventilating equipment. In~tallati ns to comply with the uniform ELEVATIONS 75. Indicate attic ventilation per section 3205 (c). 76. Show all eave overhangs and construction details. 77. Dimension chimney height above roof. (2'0" above roof withing 10'0"). 78. Indicate finish and natural grade to property line. 79. Show exterior wall finishes. 80. Indicate 15# felt or equal on exterior walls. ROOF 81. Note roof pitch. 82. Indicate roofing material length & weather exposure on wood shingles. 83. Show type, size and spacing of roof sheathing. 84. Fire retardant roo,eequired due to location in __ _ firezone. ~ 1t?~&Jtg-l~ ~:,,_, s/ Y GARAGES _g I/ . - 86. Garages )/ot permitted to open into sleeping room. 87. Provide __________ separation on all walls @ ceilin~ a j ent to livin cify: ~.,_ • door/wimi:e .. epeAi11g m garage/wport \uto ___________ _ STAIRWAYS AND EXITS ovide handrails as required in Section ovide. _____ hour walls for stairwell. 330~- 93. Indicate. _______ maximum rise and minimum run on. _______ stair. 95. Provide balcony railing at 42" minimum height . ._, e I; [ t1qla h• l;i 1tti:t~ ~\/\}6. Provide intermediate rails @ 9" O.C. or equivalent for open type balcony & stair rails. 97 ndicate 6' 6" minimum headroom clearance above -"Jlwl------stairway. how stairway construction details. a£R ~ ccupant loa. ______ tequire~ ____ exits from ________ _ 101. Provide lights over stairways and public corridors. ~,z::n,, • ..,how change in floor level at doors l" max. Sec. 3 03h. ow handrail extending 6" beyond the top & bottom 1sers & terminating in a post or safety terminal Sec. 3305~ '33c5d PLUMBING 103. Indicate location of water heater. 104. Show temperature and pressure relief valves on water heaters with discharge lines to outside. Sec. 1007. 105. Water heater not to be located in bathroom or under stairway or landing. 106. Provide. ____ square inches of ventilation at top and bottom of water heater. 107. Show water heater on 18 inch platform. 108. Provide water pressure regulator. Section 1007 (~. , 9.~~~,,.f ~ µ~~~ ~hanical code. _,3 (7'/-. so~, ~Access--~ucts .A_ Location G. adder & Light (S;j) Combustion Air . Engineer's D. Venting Cales for E. Return Air Roof Loads 117. Indicate location & typefof fire dampers. ELECTRIC ~IIA.J.£h...1.f~ Ground~f~;:if" ~r;ection required for outdoor and bathroom receptacles 210-8. 2. At least one receptical shall be installed outdoors nd garages. 210-25b Correct electric as shown on floor plan. Underground service 7-require~. ;';P.w on plans. ,~~A~~)U~~TE°lfs~ , 1. Bored holes and notching, show details as per Section 2518, (F), 10, 11. 2. Provide Sq. Ft. areas of the following: Living _________________ _ Garage. _________________ _ Porches. _________________ _ Patios _________________ _ Balconie~------'------------Glass __________________ _ 3. Insulation requirements: A. Show 6" insulation in ceiling. (R-19) ~ B. Show 1 x block for insulation stop awvents. C. Show 4" insulation in walls (R-11) D. Show exterior doors weatherstriped. E. Place the following note on plans: These plans comply with the requirements of the California noise insulation standards. SIGNED. _____________ _ DATE ______________ _ TITLE _____________ _ Show details of party wall and floor system and S.T.C. or I.C.C. rating of each. ve designer sign and date plans. CHECKED _____________ _ (DATE) RECHECKED _____________ _ .. (DATE) THE FOREGOING CORRECTIONS HAVE BEEN MADE AND ARE UNDERSTOOD BY THE UNDERSIGNED: OWNER -OR HIS AUTHORIZED AGENT/ ) c aVe/f - t ,::-. , '· \ , . , /I) 0 (JIN,:RDEPARTMENTAL INFORMATION SHEET .JING DEPARTMENT BUILDING ADDRESS: PLANNING DEPARTMENT {J n J-1 ~ /1 ~ /1.Y RECEIVED DATE: g,o ----,-. ) ~~\ ..+\<j 41-~4 -+'\ '-+-TH=O,.____ CITY OF CARLSBAD Building Department ZONE ____ ~._-'--_J ___ LOT SIZE ________ LOT WIDTH 1~1 UNITS ALLOWED Wl«AM"· UNITS PROVIDED 3 , v-----4'-'-X-"'--'----(---O.K.. ~t.Pcvi PARKING SPACES REQUIRED 'V U,1.1(( PROVIDED , b -~ % COVERAGE ALLOWED £c 7v PROVIDED __ a_~=------ BUILDING HEIGHT ALLOWED 35' PROVIDED 0~ t>O r,,u.~~ s;t..µJ' ~ - L('; REAR S~TB~ ~. FRONT SETBACK: SIDE SETBACK: dtJ: -;;,_◄. -r.L-. ,;..,; I ~ ALLOWED • ') \/,, , I S' ~?&~~~~~~~z::::::f:!~~~~;,t:::=~_,<~~~~,, ~· __ _:_ __ ~~==.c.~~~~~~~ OK TO & -78 PWI 1.7CtM.. OK TO FINAL /<. !/-1(1/ ____ ,-o -+,.,L......:=::..=.._~~ ·' e;t;; · ?I;'P!lbl "' f ~ ,iu-=c· ~ -~-, J .,_. :;+ "-4~~~P.Al-~~---f.,,;,~~-=~--==-----::------'-_:___----------~ (,!..J!l,~:L..!-~~!:---=~-.,c......;...--,-,--,-,.,;....,=rn:-::~-4,!c,,{-\~=-~----------------G" ~ ~ FIRE SPRiliKLING SYSTEM __________ _ PROTECTION EQUIP. _______ ~ FIRE ALARHS EXITS _______________ _ FIRE HYDRANTS __________ LOCATION _________________ _ ADDITIONAL COMMENTS OK TO FINAL ______ DATE __ _ I ':'E R DEPARTMENT R ~1 r 7 ~ET ________ DATE _______ _ • ALPHA LABORATORIES, INC. SOIL & FOUNDATION ENGINEERING Gra~am C0n3tructi on 1 3.20 t•:an, l n9 G l cry r' 1 .:;ce ~ista. Ca l ifor nia Gentlemen: 1 :~~5 i .-; ~u :-cj.•(,:·t t~···r::'. ~·t.:"'~~!\.~~ ._,f :.,o!·i tes ~<;,. ee r~ r,~~Jork ~:on:-; t r-:..:r:t; ur, ~ ; __ t ~!~ "~; ~:,: ,:.-,; c ~: :. "t,.!. ti'i~ ;:er1ocl bc tMct::·, 3/21>715 <.1nd S.' ~o, '.-'B. JOB NUMBER: Vl340 August :ri. l97fl or::~rviit'io:·,.~, ant: i t?sp~_:,~.t ;en \ The \·.<,,r:,,. we.~-r~c.rfc,, r.,eu citJr i ,i,;: "fo b1· l-=,~'lv 5\11:,•-r..::-ri ze f;U, f j -~=l i fi-J~'; we fo:__.nd ·;_)1,;> f! I! Lu !.ie C.O'rif).:l c;,tec t:1 <1 mi,1 i,·,·,w:1 of :)O i->~:·c.t,;nL Ou ,.. f :.:n,_;:1or. c,-x,•;1:-te<l of p•·ovi,:liris the ~;'.Ji l e.n9 l·,,;0r1 r1s :.ervice::. t:::1 cr:rtl 1'1 co~pl ia~ce with ~ho current st0nd2~d practices r e~Grdinz ~:tc sr~d i ng ~n~ earth.-:c;·k, ur.~ t ::; ~!et<::rmine th~ d':.:g:-ee of cor.,r;a:-:tion ,:,f f 1 l l p!a:.:e<.1 c :i t.;·,~ sub_j-:::ct site. Ti·;,:) ~-::,p rox:~1-.:,tf: Jocat.;or. a11.i d~r.,t.h of f i lle.d .-1rr.1u,d :~r.t1 e;.q;en::. of gra,.·;;;9 c,:,,vt~>"'~d r~y this repor ·~ is ;:,dlt.::,t-;,d on. 1.:t,e a t ,.a rhc.ci P1 .;.;t:e t,uniber L (.;iUt iN1, 11l ,~s t Lu~:i3 ti .:.i,1 ~,!<.-::t(:h .. • · so; L cc~m IT: o~is ---,----··--·----- Ir: senerai , ~he nac(ve soib e:,c·::iunter.:,d 1-vere s li ty sands. Soi is use11 in t~io fills v..:ere t hose generated L "i.lii1 the o r:··site ex<.:.av,nion s. L.-:1t>':ira tory ~esr:s \:ere 1.:,t;;i·forn1 .. !ci accordi itCJ rn .t..ST:-1 Dl 557 o:i typ ic-::.1 c1nd :-1:;pre- $ .. ~.ntati•.;e sa,nples t,) d6t':!r11ii n•~ r.iaxi•m.JiTI densit·r .=ind cr:;ti;i1um mo :sture content. Th-e re<;ul t: of· the::;..=: test:,; 0~ri:: pr-,:;sented 1i; t,:i~1u l -:1r for-rn 0n the fo l lowln'::) The bu i ldins ,:.:-e,1 w~s fl)Lil'.·d t,..:,, :Je ir. an a r e.a t.-3v"":-sed by .:i tral"s-i t i o n f r:,rn cut to fi l i. E>r.p,s r:sive so:ls were 11ot. enccun1:e,ed ; tr,e.r ;c:fo r·c .. c;o spe-:i c'll c:or,~iderat:ons ntl~d be g i ~en t his char5cte~isLic. 7895 Convoy Court -San Diego -California 92111 -714 /292-0660 PROJECT NUM6ER: VJ340 Page 2 Fill and compacted soil was placed, wat ered and nechanically densified in 12 Inch 1 ifts. Prior to p lacement of fl 11 , the areas t o 1·eceiv.e fi 11 were scarified, watered and compacted to 90 percen t. To verify the de9ree of compaction, fiel d dens i ty tests were performe:3 in accordance with ASTM D2922 at t he lccation? indi- cated on attached Pl ate No. l . The resul ts of t hese t est s as well as t heir verti- cal locations are presented in tabula r form on ::he a tt.:.C:hed Plate No . 2. During grading, any fill found to have a relative comp act i on of less th~n 90 per- cent was r eworked unt il the proper densi ty had been achieved. GENERAL SUMMARY AN D RECOMMENDAT ! ONS " • .,. The--rrr:ialresultsorour· tests ;ind observations indlcated tha~":,,._the. filled ground has bee n compacted t o -'l mlri i mum of 90 percent. The earthwork has been accon,p1 i shed Eri ::-ccorcance ,.,Jith t hE-. g r adir,g speci ficc:;tions and cur.-ent st-:rncla,··d practice s . The fol 1m-Jt ng general conc lus i on s may be crav:r:: ? • Compeicted fi l: c:nd nat ur21 ground have a-.:equa t c s::rengt h t o s.afo!y support t he p1uposed loa~s. 2 . The ~; 10pes a re s i:a!., le "3S constructed with rel at ; on to deep seated ·fa it ure . j. Cc)nt inuous footi ngs hav ing a rninirr,um \Vi dth of l L 1nches and founded .~ m1n1mun, o f 12 inches bekM lowest c,dj,Jcent grnde ,.,1Jll have a n a !lm-,ab"le be:arlng value of 2000 poun ds pe r squar e foot. 4. Si nce t he a rea l'Jccupied by t he p:-oposed str ucture is trnversed by a t ransi- t ion from cut to f i 11 , we recommen d tr1at one No. Lf bar top and one No. Li bar bottom of footing be extended a min i mum of 10 f~e t edch s ide of the transi - tion line. This wi11 r edu,e the probabi!it', of founJati ons founded on d ifferent types o f soil to c,·a ck in the vicin i ty of the tra ns i tion l ine. If there are any questions, pl ease contact this office. Thi s opportuni ty to be o f s ervice i s sincerely apprcciateo. Respectfully s ubmitted , ALPHA LABORATORIES, ! NC. (1 l.J (~) ~r-J C.H. Wood, R.C.E. 10778 President CHV:MJ :bi cc: (3 } Submitted ALPHA LABORATORIES, INC. SOIL & FOUNDATION ENGINEERING -'-fU u A .µ Q) Q) '-.... V') C: f1J Q) IJ 0 O'\ 1./'\ -.:T N - ® _.._ -- >-- I ). ' ® <D Propo~s D , Pco \ @ ® @ ® \ \ 1 -F, L L ~ o~ 1 - I r -A t-.)~\1 10:S ------- 'Pto p Os.~ b APAitM~'T $tr £ I-< 1 0 €:. 1 l 1 \ l i 10-p \ t VE.~i I C.f\ \ C...uT (l)o tx:.A\t-) ti1----------.----------------~--------t w JOB NUMBER: a ~ v \~O ALPHA LABORATORIES, INC. SOIL & FOUNDATION ENGINEERING PLATE NUMBER: { PROJECT: 2459 Ocean Street, Carlsbad, CA -FIELD D~NSITY TEST RESULTS: TEST DATE HORIZONTAL VERTICAL FIELD FIELD SOIL] RELATIVE REMARKS . NO. ( 78 ) L0CATi0N LOCATION MOIST. DENSITY TYPE COMPACTION c_ (%) (PCF) (%) 0 . . t:l ~= 8-28 See Pl ate #.1 8.4 119 .6 1 94 .9 <C 1 +2 .... s: \>J CD ..z::--m 2 8-28 II +2 8.2 120.6 1 95 ,7 O;:o .. 3 8-28 II +4 7.4 115.4 1 91.5 4 8-28 II +4 8.3 114.7 1 91.0 .. [§] 5 8-29 II +6 8.2 116.2 1 92.2 6 8-29 II +6 7,J 116. 3 1 91.8 :,1 :t> 7 8-29 II +8 7,0 119. 3 1 94.6 Q r I r--., 1 -· :I: I ~:t> 8 8-29 II +10 10.3 117.2 1 92.5 0 er 8-29 9,6 118.0 93 ,6 z :t> 9 II +18 1 I ::, 0: ~o 18 8-30 II FG@ll 1 8.3 _: :D 115. 1 1 91.2 C· :t> 2 -i ~o 11 8-30 II FG@l 11 8.6 117.2 1 93 ,0 r :D _, - t z rn m en m :0 -' ::; z . " ("') C) • ·-· MAX I MUM DEtJS I TY AND OPT I MUM MOISTURE CONTENT: (ASTM D1557 -METH. ) SAMPLE --DESCRIPTION SOIL OPTIMUM MAXI ,-.:, TYPE MOIST. DE:JS I, (%) (PCF) l ~ ' l> 1 RED BROWN BEACH SANO I 10 .0 126.0 -; m N~I s: ro .T . I, l _J~ I I . I I I . lj .. -.. .. • • • • 3467 Kurtz Street San Diego, California 92110 714-224-2911 Telex 697-841 Alie Design, Incorporated 3030 Bundy Drive Los Angeles, California 90066 Attention: Mr. Michael J. Ball m::=---FEB 2 4 1978 Woodward-Clyde Consultants February 22, 1978 Project No. 58133T-S IOl SOIL, GEOLOGIC AND OCEANOGRAPHIC INVESTIGATION FOR THE PROPOSED ZIPSER CONDOMINIUMS CARLSBAD, CALIFORNIA Gentlemen: In accordance with your request and our proposal dated January 17, 1978, we have made an investigation of the underlying soil and geologic condi- tions and an ocean wave study at the proposed site of the three-unit residential condominium building to be located at 2459 Ocean Street, in Carlsbad, California. The accompanying report presents the results of our subsurface explora- tion, geologic reconnaissance, laboratory tests, and oceanographic calculations, as well as the conclusions and recommendations pertaining to the development of the site. The engineer assigned to this project is Mr. Walt Crampton of our firm. If you have any questions, please give us a call. Very truly yours, WOODWARD-CLYDE CONSULTANTS I. James E. Cavallin R.E. 17553 JEC/WC/lkm Attachment (4) Consulting Engineers, Geologists and Environmental Scientists Offices in Other Principal Cities • •. • • • • • • • • • Project No. 58133T-SI01 Woodward-Clyde Consultants SCOPE FIELD INVESTIGATION LABORATORY TESTS TABLE OF CONTENTS SITE, SOIL AND GEOLOGIC CONDITIONS DISCUSSION CONCLUSIONS RECOMMENDATIONS LIMITATIONS FIGURE l -SITE PLAN FIGURE 2 -KEY TO LOGS FIGURE 3 -LOG OF TEST PITS l AND 2 FIGURE 4 -LOG OF TEST PIT 3 FIGURE 5 -GRAIN SIZE DISTRIBUTION CURVES FIGURE 6 -FILL SUITABILITY TESTS FIGURE 7 -SHORELINE AND OFFSHORE CHANGES FIGURE 8 -DESIGN LATERAL PRESSURE FROM LINE LOAD QL ATTACHMENT I -SPECIFICATIONS FOR CONTROLLED FILL ATTACHMENT II -SAMPLE CALCULATIONS Page l 2 3 4 6 8 9 13 • .. • • • • .. • • Project No. 58133T-SIO1 SCOPE Woodward-Clyde Consultants SOIL, GEOLOGIC AND OCEANOGRAPHIC INVESTIGATION FOR THE PROPOSED ZIPSER CONDOMINIUMS CARLSBAD, CALIFORNIA This report describes an investigation of the geologic and subsurface soil conditions, as well as the design oceanographic con- siderations at the site of the proposed three-unit condominium structure to be located at 2459 Ocean Street, in Carlsbad, California. The pur- pose of the investigation is to determine the general subsurface soil and geologic conditions, the depth and extent of any existing fill soils, and to make recommendations for general site preparation includ- ing the type and depth of foundation, allowable soil bearing pressures, and design pressures for retaining walls. In addition, an ocean wave study has been made in order to provide design criteria for the proposed seawall which includes design wave heights, design wave force, beach profile, and an estimate of the lowest probable sand level. It is our understanding that the proposed project is to in- clude the construction of a multi-level condominium structure on the sloping terrace surface adjacent the beach. Plans provided by Alie Design, Inc., indicate that the upper slab-on-grade garage will have a floor elevation of +36 feet (MSL Datum) and the lowest floor levels of the condominium complex will have a finish floor elevation of +18 feet (MSL Datum). A pool is presently proposed to be situated approximately • • " ., • • • Project No. 58133T-SI01 Woodward-Clyde Consultants 10 feet west of the structure and a seawall will be located approxi- mately 26 to 36 feet west of the subject structure. Plans indicate that the top of the seawall will be slightly in excess of Elevation +16 feet (MSL Datum) and an open cabana will be constructed on top of the seawall . Plans indicate that grading of the subject site will essentially consist of minor cuts and fills necessary to terrace the pad to the proposed building geometry. It is our understanding that no import materials are planned to construct design grades for the subject site. FIELD INVESTIGATION A field investigation was performed at the site on February 6, 1978. This investigation consisted of a general geologic reconnaissance of the area and the excavation of three test pits at the approximate locations shown on the Site Plan, Fig. 1. The test pits were excavated with a rubber tire tractor-mounted backhoe. Representative soil samples were obtained from the excavated materials at various depths in the test pits. The field studies were conducted under the supervision of an engineer from our office. The engineer prepared field logs of the subsurface materials on the basis of an inspection of the excavated materials and on the materials exposed in the test pits. Elevations of the various geologic contacts were determined by use of a hand level referencing known elevations along the property lines as indicated on the Site Plan prepared by Alie Design, Inc., of Los Angeles, California, dated June 8, 1977 . 2 • • • • • .. • • • • Project No. 58133T-Sl01 Woodward-Clyde Consultants The Key to Logs and the Logs of Test Pits, presented on Figs. 2 through 4, were based on an examination of the samples, results of laboratory tests, and on the field logs. The vertical position of each sample is shown on the Logs of Test Pits . LABORATORY TESTS The soils at the site were visually classified and evaluated with respect to strength, swelling and compressibility characteristics, grain-size, plasticity, density and moisture content. Classifications were substantiated by conducting grain-size analyses and moisture con- tent tests on representative soil samples. The strength of the various soils was evaluated by consideration of the relative difficulty of excavation with the equipment being utilized and the general geologic setting of the various materials. Compressibility characteristics of the near-surface residual soils were evaluated by consideration of the porous structure of the materials as visually observed in the field . Fill suitability tests of the near-surface residual soils, including a laboratory compaction, grain-size, and direct shear test, were performed on a sample recompacted to 90 percent of relative compaction at optimum moisture content. Results of the moisture content tests are shown at the corres- ponding sample location on the Logs of Test Pits. The results of the grain-size analyses and fill suitability tests are shown on Figs. 5 and 6, respectively . 3 • • • .. • • - • .. Project No. 58133T-SI01 Woodward-Clyde Consultants SITE, SOIL AND GEOLOGIC CONDITIONS The subject site is located on a low terraced surface adjacent the Pacific Ocean, approximately 1,000 feet south of the entrance of Buena Vista Lagoon, in Carlsbad, California. Topographically, the site is situated immediatedly shoreward of a low, near-vertical, coastal bluff along the beach. At the time of our investigation, the elevation at the top of the bluff ranged from approximately 13 to 14 feet (MSL Datum) . The terraced surface extended shoreward on a gentle upward slope (about 15 to 20 percent) up to the relatively level coastal mesa surface near Ocean Street, which is near Elevation 35 feet. At the time of our investigation, the beach face consisted of a relatively narrow gravel (shingle) berm near Elevation +9 {approxi- mately 20 feet wide), which sloped down to the sandy beach level located approximately 40 feet seaward of the bluff. A visual examination of the beach foreshore slope indicated a relatively flat surface extending a considerable distance offshore. (On February 6, 1978, the date of our field investigation, a low tide of -1.6 feet [MLLW Datum] occurred at approximately 2:30 p.m. and at this point the foreshore slope could be observed extending more than 150 feet seaward.) The site is presently unoccupied and appears to be in its natural state, except for minor planting and irrigation that has occurred on the lower portions of the terraced slope. Several small trees, brush and grass cover the entire site . 4 • • • • • • • • • • Project No. 58133T-SIO1 Woodward-Clyde Consultants Results of our test pits, along with an examination of the natural exposures along the bluff, indicate that the property is under- lain by relatively dense beachridge terrace deposits of Quaternary age, which are in turn underlain by very dense sandstones of Eocene age (in excess of 4O-million years old). The near-surface residual soils con- sist of a loose, porous, silty, sandy topsoil with an encountered thick- ness of approximately 1-1/2 feet along the flatter, higher elevations of the site, and an estimated thickness of approximately 2-1/2 feet along the lower sloping surface. The terrace deposits which directly underlie the residual topsoil were considerably more weathered on the sloping surface than on the more level area adjacent Ocean Street. As indicated in the test pits, the top 1 foot or so of terrace deposits on the sloping surface was highly weathered and in a relatively loose state. This transition zone was in turn underlain by relatively competent forma- tional soils. On the more level portion of the site near Ocean Street, the terrace deposits were encountered at a depth of 1-1/2 feet, and were relatively dense and slightly cemented at the formational contact. Results of Test Pit No. 3, which was located along the align- ment of the existing seawall to the south, indicated approximately 3 feet of a shingle berm underlain by approximately 2-1/2 feet of loose to medium-dense, fine to medium-grained beach sand, which was in turn underlain by very dense, olive-colored, cemented sandstones of Eocene age lithologically similar to the Eocene materials of the Del Mar forma- tion. The Eocene deposits were encountered near Elevation +2.7 feet 5 • • • • • • • • • • Project No. 58133T-SIOl Woodward-Clyde Consultants (MSL Datum) as determined by hand leveling from the adjacent seawall to ,,. the south which we understand to have a top of wall elevation of 16.0 feet. This geologic unit is relatively resistant to erosion and, for design purposes, should be the lowest probable foreshore level during the life of the proposed structure. Bedding attitudes within this unit are nearly flat (generally within several degrees of horizontal) . DISCUSSION Soil Conditions As mentioned previously, the soils at the subject site consist of relatively loose, residual, silty fine sands underlain by relatively dense, medium-grained sands. For foundation support, the underlying formational soils are considered superior to the near-surface residual soils, even when properly recompacted as a controlled fill. In addition, because of the in-place weathering process and the subsequent higher percentage of fines, the near-surface residual soils create higher wall loads when used as a wall backfill for both cantileved and basement type retaining walls. Design recommendations are contained herein for both intact formational soils and recompacted fill soils for foundation support and randomly mixed residual soils for use as wall backfill. Ocean Wave Analysis The following design considerations have been based on criteria set forth in the Corps of Engineers shore protection manual (1973 Edition). Design calculations are attached for your review . 6 • • • • .. • • • • Project No. 58133T-SI01 Woodward-Clyde Consultants A permanent seawall design section requires consideration of such factors as the maximum anticipated deep water design wave height and wave period to be expected to occur over the life of the structure. Upon approaching the coastline, the design wave reaches a depth of water so shallow that the waves collapse or break. This depth is equal to about 1.3 times the wave height. During periods of extreme high tides, small swells, say 1 to 2 feet in height, may actually maint~in most of their wave energy and break directly on the structure. During periods of heavy storms where deep water wave heights are tens of feet high, these waves break quite a distance offshore, reform as smaller waves, and eventually impart a portion of the original wave energy onto the shore protection structure . Bathometric data has been obtained from the three-year report (1967 -1969), entitled "Cooperative Research and Data Collection Program, Coast of Southern Ca 1 i forni a," and pub 1 i shed by the Los Ange 1 es District Corps of Engineers, which shows hydrographic soundings in the vicinity of the subject site since 1930 to have maintained a relatively uniform foreshore slope in excess of 1 on 50. A rather conservative foreshore slope at 1 on 40 was selected for design calculations. A copy of Plate 10, Appendix F, of the above mentioned study is shown on Fig. 7 for your information . An evaluation of potential scour depths has been based on geologic evidence indicating that Eocene age deposits (in excess of 40-million years old) were encountered near Elevation +2.7 feet (MSL Datum) . 7 --• • • .. • • • - ' '• Project No. 58133T-SI01 Woodward-Clyde Consultants It is our opinion that this material is relatively resistant to erosion, and for design purposes should be the lowest probable foreshore level during the life of the proposed structure. For design calculations, we have assumed a maximum scour elevation of +2 feet (MSL Datum). CONCLUSIONS (1) The soils on-site generally can be divided into three groups: (a) The residual materials on the site generally consist of loose, porous, silty fine sand topsoils, typically 1-1/2 feet in thickness along the upper portions of the site and becoming 2 to 3 feet thick along the lower sloping terrace surface. Along the lower sloping surface of the site, the top l foot of terrace deposits consists of residual soils that are in a loose to medium-dense state . (b} The near-surface residual materials are underlain at depth by relatively dense, sandy terrace deposits, which are in turn underlain by very dense Eocene age sandstones. (c) Along the beach face, as much as 5-1/2 feet of unconsolidated sand and shingle deposits overlie the relatively competent Eocene age sandstones encountered near Elevation +2.7 feet (MSL Datum). (2) It is our opinion that the near-surface overburden soils, as well as the near-surface beach face materials and the near-surface terrace deposits encountered in the vicinity of Test Pit No. 2, are unsuitable in their present condition for the direct support of the proposed structures. (3) It is our opinion that all of the on site soils are suitable for structural fill materials and as wall backfill materials in accordance with the provisions contained herein. 8 • • • • • • • • Project No. 58133T-SI01 Woodward-Clyde Consultants (4) It is our opinion that the proposed structures may be supported on conventional spread or continuous footings founded in properly compacted fill soils or intact formational soils . (5) It is our opinion that, for design purposes, the lowest probable sand level or, more specifically, the maximum depth of antici- pated scour during the life of the structure will be near Elevation +2 feet (MSL Datum). (6) It is our opinion that the steepest possible beach pro- file would have a foreshore slope of 1 on 40 . RECOMMENDATIONS Site Preparation (1) It is recommended that all loose and/or porous surface soils within building areas that are not removed by the grading opera- tion be excavated, processed, replaced, and recompacted in accordance with the attached "Specifications for Control led Fill." Over most of the site, these materials generally consist of a near-surface overburden ranging in depth from approximately 1-1/2 feet along the upper level portion of the site to possibly 3 to 3-1/2 feet along the top of the low bluff. It is recommended that the foundation for the proposed seawall be extended to a base elevation of D feet (MSL Datum), and that the excavation be inspected by personnel from this office to assure a mini- mum 2-foot embedment into competent formational soils . 9 ·• • • •• .. • • • • Project No. 58133T-SI01 Woodward-Clyde Consultants (2) It is recommended that all grading be performed in accord- ance with the attached "Specifications for Controlled Fi 11" and the recommendations contained in this report. All grading should be observed and compaction tests made by Woodward-Clyde Consultants. Foundation Design (1) It is recommended that both spread and continuous footings founded in undisturbed formational soils or compacted fill soils be designed for a maximum allowable soil bearing pressure of 2,000 psf. If a higher soil bearing pressure is desired, a maximum allowable soil bearing pressure of 3,000 psf may be utilized for footings founded in undisturbed formational soils. All soil bearing pressures include dead plus live loads and may be increased by one-third to accommodate loads that include wind or seismic forces. All footings should have a minimum width o~d a minimum depth below rough grade ot l foot. It is recommended that the continuous wall footing for the proposed seawall which is to be supported on undisturbed formational Eocene sandstone be designed for a maximum allowable soil bearing pres- sure of 5,000 psf (dead plus live loads) and may be increased by one- third to accommodate wind or seismic forces. This bearing pressure assumes a minimum footing width of 3 feet. (2) It is recommended that Woodward-Clyde Consultants inspect the foundation excavation for the seawall as well as any structural footings designed for 3,000 psf to verify material type and depth of excavation . 10 • • • • • • • • • • • Project No. 58133T-SI01 Woodward-Clyde Consultants (3) In order to provide resistance for lateral loads it is recommended that passive pressure be assumed equivalent to a fluid pressure of 300 pcf for footings poured neat against formational soils or compacted fill soils. The top l foot of soil adjacent to footings should not be included in calculating lateral resistance unless it is protected by pavement or floor slabs. The equivalent fluid pressure given above is based on the assumption that the ground surface adjacent to and out from the footing is nearly horizontal for a minimum distance of at least 10 feet from the base of the footing or three times the height of surface generating passive pressure, whichever is greater. If it is desired to utilize friction for resistance of lateral loads, it is recommended that a value of 0.4 or 0.35 be used for design lateral resistance for footings founded informational soils or fill soils, respectively. If it is desired to combine frictional and passive lateral resistance in design, the friction coefficient should be reduced by 25 percent. Retaining Wall Design (1) In selecting lateral earth pressure, active lateral earth pressures should only be used for cantilevered walls where a horizontal movement of at least .00lH is possible at the top of the wall. If these conditions are not satisfied, restrained conditions should be used . It is recommended that cantilevered retaining walls with level backfill surfaces extending for a minimum distance equal to the height of the wall be designed for an equivalent fluid pressure of_35 pcf . . . ~ .. 11 • • • • • • • • • .. Project No. 58133T-SI01 Woodward-Clyde Consultants This value assumes randomly selected on site soils are utilized for backfill and that there will be no surcharge loads such as adjacent footings or vehicle traffic acting on the wall . Walls restrained from movement at the top, such as basement walls, should be designed for fluid pressures of 35 pcf plus an addi- tional uniform load of 12H psf (where His the height of the wall feet). (2) Cantilevered retaining walls having uniform surcharge loads, such as floor loads, vehicle traffic, or raised level fill, should be designed to resist an equivalent fluid pressure of 35 pcf plus an additional uniform pressure of 0.3Q where Q is the uniform surcharge pressure in pounds per square foot. (3) Cantilevered retaining walls being subjected to line loads and surcharges, such as adjacent wall footings, should be designed to resist lateral pressures as indicated on Fig. 8. (4) It is recommended that the seawall be designed to resist an additional hydrostatic pressure equal to sea water up to an elevation of +7 feet (MSL Datum) on the landward side of the wall. (5) It is recommended that all retaining walls be provided with a backfill drainage system adequate to prevent buildup of hydro- static pressures. Seawall Design (1) It is recommended that the subject seawall be designed to resist a maximum wave induced dynamic pressure of 250 psf, a total horizontal force of 700 plf, and an overturning moment about the toe of 12 • • • .. • • • • .. • Project No. 58133T-SI01 Woodward-Clyde Consultants the wall of 1,200 ft-lb/ft, These values assume a vertical wall and the direction of wave approach normal to the wall. It should be noted that these pressures are based on a maximum stillwater elevation of +4 feet (MSL Datum) and a maximum design breaking wave height on the structure of 2-1/2 feet. For these con- ditions, the wall pressures exerted from soil and hydrostatic forces on the landward side of the wall should be the controlling criteria in design. LIMITATIONS The conclusions and recommendations made in this report are based on the assumption that the soil conditions do not deviate appre- ciably from those disclosed by the test pits. If variations are en- countered during construction, we should be notified so that we may make supplemental recommendations if they should be required . Evaluation and utilization of soil materials for support of structures includes investigation of the subsurface conditions, analyses, formulation of recommendations, and inspection during grading. The soil investigation is not completed until the soil engineer has been able to examine the soil in excavations so that he can make the necessary modifications if needed. We emphasize the importance of the soil engineer continuing his services through the inspection of grading, including the construction of fills and foundation excavations . 13 • • z c,: w u 0 u -PROPOSED LL SEAWALL -u c,: "- EXISTING SEAWALL • EXISTING/ SEAWALL 3 • POOL L • • • • / PRO PERT~-BOUNDARY'\ 2 113 PROPOSED STRUCTURE TO BE LOCATED AT 2459 OCEAN STREET E G E N D 13 Indicates approximate location of Test Pit. APPROXIMATE SCALE: l" = 20' SITE PLAN ZIPSER RESIDENCE • • • ' I I- w w 0:: I- V1 z c,: w u 0 DRAWNBY: mrk 1 cHECKEDev,.,._, I PRDJECTNo, 58133T-SIOl I DATE: 2-21-78 I FIGUIIENO: l WOODWARD-CL YOE CONSULTANTS • • • • • • • • • • Location Boring Number Elevation DEPTH IN FEET - - - - TEST DATA •OTHER SAMPLE SOIL DESCRIPTION •MC 12 •oo 110 •ec 65 TESTS NUMBER l -I 2 [ Very dense, damp, brown silty sand (SM) '¥- . .,,:""' J At time of drilling or as indicated, SOIL CLASSIFICATION Soil Classifications are based on the Unified Soil Classification System and include color, moisture and consistency. Field descriptions have been modified to reflect results of laboratory analyses where appropriate, DISTURBED SAMPLE LOCATION Obtained by collecting the auger cuttings in a plastic or cloth bag. UNDISTURBED SAMPLE LOCATION MODIFIED CALIFORNIA SAMPLER Sample with recorded blows per foot was obtained with a Modified California drive sampler (2" inside diameter, 2,5" outside diameter) lined with sample tubes. The sampler was driven into the soil at the bottom of the hole with a 140 pound hammer falling 30 inches • '-------INDICATES SAMPLE TESTED FOR OTHER PROPERTIES GS.-Grain Size Distribution CT-Consolidation Teit LC -Laboratory Compaction UCS -Unconfined Compression Test Test Pl -Atterberg Limits Test ST -Loaded Swell Test CC-Confined Compression Test DS -Direct Shear Test TX-Triaxial Compression Test NOTE: In this column the results of these tests may be recorded where applicable, '---------BLOW COUNT Number of blows needed to advance sampler one foot or as indicated, c__ _________ DRY DENSITY Pounds per Cubic Foot '--------------MOISTURE CONTENT Percent of Ory Weight NOTES ON FIELD INVESTIGATION 1, REFUSAL indicates the inability to extend excavation, practically, with equipment being used in the investigation, KEY TO LOGS ZIPSER RESIDENCE DRAWN BY: mrk I cHECKEDBY:,u.,, I PROJECTNo: 58133T-Sl0l I DATE: 2-21-78 I FIGURENO: 2 WOODWARD-CLYDE CONSULTANTS • • • ... • • • • • DEPTH TEST DATA IN FEET •Mc •oo •sc 8 •OTHER SAMPLE TESTS NUMBER GS, LC 1-l DS 1-2 Test Pit l SOIL DESCRIPTION Loose, moist to wet, dark brown silty sand (SM) with roots Dense to very dense, moist, red-brown silty sand (SM) 5-1---1------l---+---+--------P-+-------------------- Bottom of Hole DEl'TH TEST DATA •OTHER IN TESTS FEET •MC •DD •ac 9 GS 5 10 •For description of symbols, see Figure 2 SAMl'LE N\JlaER 2-1 2-2 2-3 Test Pit 2 SOIL DESCRIP'TION Loose, moist to wet, dark brown silty sand (SM) with roots Loose to medium dense to dense, moist, brown fine to medium sand (SP-SM) Dense, moist, light brown fine to medium sand (SP), slightly cemented Bottom of Hole LOG OF TEST PITS l AND 2 ZIPSER RESIDENCE DRAWNBY: mrk I CHECKEDBY:,.., I PRDJECTNO: 58133T-S!Ol I DATE: 2-21-78 I FIGURENO: 3 WOODWARD-CL YOE CONSULTANTS • • • • • • • • • • .. DEPTH TEST DATA *OTHER IN TESTS FEET •MC •DD •ec - - - - 5- -. - - 10- - - - -- - - - - - - - - - . - - - - -- - - - - - •For description of symbols, see Figure 2 Test Pit 3 SAMPLE DESCRIPTION NUMBER SOIL ,, . .; .. :, ' :-r.J, Pebbles and gravels to 6" ,,:. b P ••. Ji Loose to medium dense, wet. brown fine 3-1 to medium sand (SM) \ Very dense, moist, sand (SM) Bottom of Hole LOG OF TEST PIT 3 ZIPSER RESIDENCE with thin lamina of olive cemented silty mic DRAWNBY: mrk I CHECKEDBY: -1 PROJECTND: 58133T-SIO1 I DATE: 2-21-78 I FIGURENO: 4 WOODWARD-CLYDE CONSULTANTS a • • • • • • • • • WCG-GS-76 COBBLES Mesh 76 3 100 90 80 70 f;l 60 "' "' ... .. ... 50 z "' <.> "" "' .. 110 30 20 10 ,..->--·· f---·-· 0 f---, 100 SAMPLE l -l ------ 2-1 2-2 GRAVEL SAND Coarse I Coarse! T SI LT and CLAY· Fine Medi um Fine Opening-Ins Sieve Sizes Hydrometer Anal pis 2 I .'l .L & ij 10 16 20 30110 60 80 I 110 200 4 2 0 ' ' • 10 20 30 --IIO f;l 2-1 z ... ... "' 50"" ... z "' <.> "" 60 ::'. • ' ------·· 70 .. l -l -·-· .. ~--- '- -· I---2-2 ------. 50 -- . L " ·-L -· --~-- -~ I ' 10.0 s.o 1,0 0.1 o.os GRAIN SIZE IN MILLI METERS CLASSIFICATION AND SYMBOL ---·· Silty fine sand (SM) ----------------·--··-- Silty Fine fine sand (SM) --·-·-- to medium sand (SM-SP) GRAIN SIZE DISTRIBUTION CURVES ZIPSER RESIDENCE BO 90 100 0.01 o.oos 0.001 *LL *Pl *LL-Liquid Limit *Pl -Plasticity Index DRAWN BY: mrk I CHECKED BY: -I PROJECT No, 58133T-S!Ol I DATE: 2-21-78 I FIGURE NO: 5 WOODWARD-Cl YOE CONSULTANTS • .. • • • • • • • 150 140 130 120 110 100 90 800 PLASTICITY CHARACTERISTICS COBBLES GRAVEL SANO SILT & CLAY C f C m f Liquid Limit,% Plasticity Index,% 100 \ Classification by Unified Soil Classification System ~ 80 \ ~ 60 c.. .... ai 40 \ u \ \ a: w 2 \ \ ZERO Al R VOIDS CURVES c.. \ 0 \ \ \ 2.80 SG 0 . ' ' ' ' ' ' 000 100 10 1.0 0,1 0.01 0.001 GRAIN SIZE, mm MECHANICAL ANALYSIS ' \ \ 2.70 SG 1 \ \ 2.60 SG \ \ 2.50 SG \ \ \ I \ I \ AR TEST DATA pct 115 Content,% 9 ontent, % 13 esion, psf 31 0 tion Angle, degrees 27,, \ \ DIRECT SHE \ \ --\ \ \ Ory Density, I \\ Initial Water i \ \ Final Water C ~ \ ' Apparent Coh \ \ I\ Apparent Frie l -l -\ \ \ \ u ' \ I\ C. ..: \ \ \ :,: T DATA " ' \ \ SWELL TES w ;;: \ \ ,\ Initial Ory De .... z ' \ \ Initial Water C nsity, pcf ontent, % ::::, \ \ ' >-\ Final Dry Den sity, pcf a: \ \ \ Final Water C 0 ontent, % \ \ _ Load, psf \ \ .\ Swell, percent ' \ I\ ' I\ \. \' ,. ," ,'\ ' ,'-.. ' SAMPLE LOCATION Maximum Dry 1-1 ' " \.' " ' Density, pct .... \. ,, " 127.5 Optimum Moisture ' ,, ," Content,% 9.0 ' \. 101 l -l Test Pit l MOISTURE CONTENT,% "" ,1 10 20 30 40 LABORATORY COMPACTION LABORATORY COMPACTION TEST TEST METHOD: ASTM-0 1557 70 A FILL SUITABILITY TESTS ZIPSER RESIDENCE DRAWNBY: mrk I CHECKED BY: ,_nf PRDJECTN0: 58133T-SI01 I DATE: 2-21-7/l I FIGURENO: 6 WOODWARD-CLYDE CONSULTANTS • • • MLLW ~ 6 FT DEPTH CURVE 12 FT DEPTH CURVE r· .. =4 18 FT DEPTH CURVE ----=---- 6 1R1r.-2•1 -----==-= :. ~ . ~'!".' .. ·" - . tR,l -241 : :: g : ~ N N 24F_T. DEPTH CURVE ~ ~ N ':' USG&GS ':' : : ~ ~ l!: ':' ~ ~ ... I N ~ : tr,IY[Jf : .,,, _____ « ____ "' ~ : ~ E i ~ ~ ii z-------,--·-o.1R,;-:--l01 ___ __.: l--------•-----!-----..;~;_:;«'......._ -----ti:: . ·----IAtl .. lOI • -.-.-____ =----: -~ _--r::~ ········ ...... .. '••······ .. · 30 FT. DEPTH CURVE • ,, 10.000 H..A..HHHi---~-1 •1A,1_) INOK:Al[S POS,HO'i or .,.,._PONT CF INfCASCCTION,OR BASELINE $1All(}N RELATIVE lO !O(f,tTIFl(O O(PTH CURVE • J,1AACH·JULY 19l4 ··• ... ·"·USC&GS OCTOBER 01!)~ ----C•f C rr 8RUARY i,sz ---C ., C Al'Nll APRIL OC108(A MAY HOVCMBCA JUNE 19:)6--Col C l9:)I --OCfANSIOC l'J~'!J ----o--C ef [ 1965--.,.._C ol [ ,,&e-c,tc 19'9---cotE IN(.!MfU (I J W OhWM U GSO CHIC•IO If R l H Ulhon10 n ,Uff0¥•1 IIC0MMfH0tD CORPS OF CNGINCCRS, U S. ARMY OFFICC OF nu:: DIS rRICl l NGINCCR LOS ANGEL £$, CALIF ORNIA "-ttOlff PN01rc 11or, lMPROV(M[Nf SANTA MARGARITA RIVER TO BATIQUITOS LAGOON SHORELINE AND OFFSHORE CHANGES A.IU(WIO K•H .~ SHQ_W___•,:;•·c,"..c••:,:•·:,.•":!:"::O"".::-:::,•··=-:.:-::·L~-......:-::-::::, -.. ,-..... ----••u HOVC M0EM 1970 tO A((0-,,•4,..-;--;;,oe, 1961' lf6e t•69 0A110 otCIMltl 1910 1t'IH I UU ,-0 10 0 1,11101 o, 2 C 767 APPENOIX PIATE 10 Figure No. 7 WOODWARD-CL YOE CONSULTANTS • • • • • • • • • • • LINE LOAD QL RESULT/\NT PH ~--- Pa' H/3 Pa' = An equival ent fluid pressure of 35 pcf . Pa = Pa' + 0.3 QL where QL is in pplf, where Pa= design lateral earth pressure . DESIGN LATERAL PRESSURE FROM LINE LOAD QL ZI PSER RESIDEMCE DRAWNBV: mrk l cHECKEDBV: 1tt,, I PROJECTNO: 58l33T-SIOll DATE: 2-21-78 I FIGURENO: 8 WOODWARD-CLYDE CONSULTANTS • • • •• .. -~· ., SPECIFICATIONS FOR CONTROLLED FILL I. GENERAL Project No. 58133T-SI01 Attachment I Page 1 of 4 These specifications cover preparation of existing surfaces to receive fills; the type of soil suitable for use in fills; the control of com- paction and the methods of testing compacted fills. It shall be the Contractor's responsibility to place, spread, water and compact the fill in strict accordance with these specifications. A Soil Engineer shall be the Owner's representative to inspect the construction of fills. Exca- vation and the placing of fill shall be under the.direct inspection of the Soil Engineer and he s~all • give written notice of conformance with the specifications upon completion of grading. Deviations from these specifications will be permitted only upon written authorization from the Soil Engineer. A soil investigation has been made for this project; any recommendations made in the report of the soil investigation or subsequent reports shall become an ad~endum to these specifications. I I. SCOPE The placement of controlled fill by the Contractor shall include all clearing and grubbing, removal of existing unsatisfactory material, preparation of the areas to be filled, spreading and compaction of fill in the areas to be filled, and all other work necessary to complete the grading of the filled areas. II I. MATERIALS l. Materials for compacted fill shall consist of any material imported or excavated from the cut areas that, in the opinion of the Soil Engineer, is suitable for use in constructing fills. The material shall contain no rocks or hard lumps greater than 6 inches in size and shall contain at least 40% of material smaller than 1/4 inch in size. No material of a perishable, spongy, or otherwise improper nature shall be used in filling. 2. Material placed within 24 inches of rough lot grade shall be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3% when compacted as hereinafter specified for compacted fill and when subjected to an axial pressure of 160 psf. 3. Representative samples of material to be used for fill shall be tested in the laboratory by the Soil· Engineer in order to determine the maximum density, optimum moisture content and classification of the soil. In addition, the Soil Engineer shall determine the approximate bearing value of a recom- pacted, saturated sample by direct shear tests or other tests applicable to the particular soil. 4. During grading operations, soil types other than those analyzed in the report of the soil investigation may be encountered by the Contractor. The Soil Engineer shall be consulted to determine the suitability of these soils . • IV. ,, • COMPACTED FILLS 1. General Project No. 58133T-SI01 Attachment I Page 2 of 4 (a) Unless otherwise specified, fill material shall be compacted by the Contractor while at a moisture content near the optimum moisture content and to a density that is not less than 90% of the maximum density determined in accordance with ASTM. Test No. Dl557-70T, or other density methods that will obtain equivalent results. (b) Potentially expansive soils may be used in fills below a depth of 24 inches and shall be compacted at a moisture content greater than the optimum moisture content for the material. 2. Clearing and Preparing Areas to be Filled (a) All trees, brush, grass and other objectionable material shall be collected, piled and burned or otherwise disposed of:by the Con- tractor so as to leave the areas tr.at have been cleared with a neat finished appearance free from unsightly debris. (b) All vegetable matter and objectionable material shall be removed by the Contractor from the surface upon which the fill is to be placed and any loose and porous soils 3hall be removed or compacted to the depth shown on the plans. The surface shall then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. (c) Where fills are constructed on hillsides or slopes, the slope of the original ground on which the fill is to be placed shall be stepped or keyed by the Contractor as shown on the attached figure. The steps shall extend completely through the soil mantle and into the underlying formation materials. (d) After the foundation for the fill has been cleared, plowed or scarified, it shall be disced or bladed by the Contractor until it is uniform and free from clods, brought to the proper moisture content and compacted as specified for fill. 3. Placing, Spreading, and Compaction of Fill Material (a) The fill material shall be placed by the Contractor in layers that when compacted shall not exceed 6 inches. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to obtain uniformity of material in each layer. (b) When the moisture content of the fill material is above that specified by the Soil Engineer, the fill n1aterial shall be aerated by the Contractor by blading, mixing or other satisfactory methods until the moisture content is as specified . "' . ::c ; w... • • .. • • Project No. 58133T-SI0l Attachment I Page 3 of 4 (c) When the moisture content of the fill material is below that specified by the Soil Engineer, water shall be added by the Con- tractor until the moisture content is as specified. (d) After each layer has been placed, mixed and spread evenly, it shall be thoroughly:· compacted by the Contractor to the specified density. Compaction shall be accomplished by sheepsfoot rollers, vibratory roller, multiple-wheel pneumatic-tired rollers or other types of acceptable compacting equipment. Equipment shall be of such design that it 1vill be able to compact the fill to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient trips to insure that the desired density has been obtained throughout the entire fill. (e) Surface of fill slopes shall be compacted and there shall be no loose soil on the slopes. V. INSPECT! ON l. Observations and compaction tests shall be made by the Soil Engineer during the filling and compaction operations so that he can state his opinion that the fill was constructed in accordance with the specifications. 2. The Soil Engineer shall make field density tests in accordance with ASTM Test No. D-1556-70. Density tests shall be made in the compacted materials below the surface where the surface is disturbed. When these tests indicate that the density of any layer of fill or portion thereof is below the specified density, the particular layer or portions shall be reworked until the specified density has been obtained. VI. PROTECTION OF WORK l. During construction the contractor shall properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He shall control surface water to avoid damage to adjoining properties. or to finished work on the site. The Contractor shall take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control measures have been installed. 2. After completion of grading and the Soil Engineer has finished his observations of the work, no further excavation or filling shall be done except under the observation of the Soil Engineer . • • • • • • • Gro•Jnd . . . -~; _ .. ,_·_::-··.:,·.··./. _ .. <:::i ---. . ~ · ... · . ·, . _.·... . -~ -~--~---. · ~_; ·._ .· /. -· ·. · . : · r-Fill ~----=----_--:.:._ -., , -. ,-· .. 1.· . ·: --.. ·:_ -: l ---. . . . , --.....:... . -. . ·: . ·. . . . Slope t o be such t ha t \~ ··--:~~~·-::.-; . __ ~~:~g~~•;g 0~~u;liding _/ • · ---,. ,~ •.-~~.------: .. ···.··•··•· ::-::.---Slope Rat io N M -~ ...... ...:_ . . --.. ,, .-. ·.· -._: -··7~----· ..... ~ .• .· \ ---, .· .. Remov e all Topsoil ~ 1 ~~, ~~A i V • \_·· --s~ a r1.es · · ·· J '--= HOTES The minimum wi dth "B" of ke y sha ll be 2 f eet 'l,i der t han t he co::ipac tion e quipn:ent , a n d n o t l ess tha n 1(, f ee t. The o utsi de edge o f b ott om key shall be be l ow t opsoil or l oose s urf a ce o::a t erial . Keys are r equired where the natural slope i s! teeper t han 6 hori zon t a l t o 1 v er ticr.l , or where 6p1!c:ifi2d by Soil Engineer . I< B . I s,.,. NntP 1 fHA • l I See No t e -u :x::, -0 ~ rt --s (0 rt 0 rt) ~ c....,. (') rt) ..i::,. ~ (') 3 rt 0 rt) -+, ::s .z c+ 0 ..i::,. u, ~;i w Y. :i.-..--------------__,,,--~--~J LAW OFFICES PASTOR AND ZIPSER A PROFESSIONAL CORPORATION JEROME PASTOR STANLEY ZIPSER MIKAEL KOLTAI LEONARD J. MEYBERG, JR. OF COUNSEL Sewer Allocation Committee Department of Building and Safety City of Carlsbad City Hall 1200 Elm Street Carlsbad, California Gentlemen: 1901 AVENUE OF THE STARS SUITE 888 · CENTURY CITY LOS ANGELES, CALIFORNIA 90067 (213) 277-3411 October 18, 1978 The undersigned is the owner of the real property at 2459 Ocean Street at which property cer- tain construction is in progress. One of the conditions of the issuance of a Building Permit was the installation of a solar heat- ing system for the entire hot water to be utilized on the premises. The purpose of this letter is to inquire whether, in the light of recent reports as to the ineffectiveness of such systems, in the present state of their development, the requirement can be waived. My own research indicates that those who have installed a system of a size commensurate with the size required in our project have been extremely disappointed with the performance and the myriad of problems attendant to such installations, not the least of which are leaky roofs. May I have your thinking as to this inquiry at your earliestconvenience. SZ/b ·7 Very 1~ruly yours~ R EC EI VE ~11f J,"" ✓ OCT 201978 CITY OF CARLSBAD Bulldln1 Departmut 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 TELEPHONE: (7141 729-1181 June 20, 1978 Zipser Triplex 2459 Ocean Street Carlsbad California 92008 Qtitp of Qtarl~bab Due to Fire protection requirements in this. area (Fire Zone 2,) the installation of double pane glass is not feasible, therefor, in the trade off on energy regulations, the double pane is being deleted and wire glass and steel frames installed in the required areas. - The insulation in ceilings is increas.ed from R-19 to R~30, and in exterior walls of 2 x 6 stud areas, the wall cavities are being insulated with R-19 in lieu of R-11. This is satisfactory with designer, Fire and Building departments. r,--:>~_(UL_ ~~D S. OSBURN DIRECTOR OF BUILDING AND HOUSING RSO/gl _,,,,_, -- 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 November 3, 1978 Pastor and Zipser Ql:itp of Ql:arl~bab 1901 Avenue of the Stars Suite 888 Century City Los Angeles California (90067) Dear Mr. Zipser: TELEPHONE: 1714) 729-1181 Regarding your letter of October 18, 1978, on the matter of Solar systems on water heating, I have fact sheets that do perform and have the approval from the Inter- national Association of Plumbing and Mechanical Officials. These specs and performance records are available at this office for reviewing. I suggest you have your represen- tative contact this office for further information. In answer to the question of waiving the requirement, I do not have that authority, and I believe you would have to appeal to the City Council with little chance of having it waived due to the information and performance records of the latest systems. ~ ~'6L.-~l~~BURN DIRECTOR OF BUILDING AND HOUSING RSO/gl