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Home My WebLink About2448 LA COSTA AVE; ; 81-250; Permit., z 0 ~ a: ~ u w 0 a: i[ 8 a: w 0 ~ 5 !! a: w z ~ z 0 ;:: ~ z w .. ,. 0 u ., ir w " a: i ![ O I hereby at I am licensed under provlaione of 4r 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect lie No ____ _ _ Closs I hereby aftmn tha1 I am exempt from the Con ¥~~~rat~~:;:: a~: ~~!~~:.1i~1i~t't~~~,\~r county which requires a perm,1 to construct aller, ,mprove, demolish, or repair any strwcture. prior to 1!s ,ssuance also requires the applicant for such permit to !,le a s,gned statement that he ,s licensed pursuant lo the prov1s,ons ol the Con tractor·s License Law {Chapter 9 commencmg w,th Sect,on 7000 ol D,v,s,on 3 ot the Business and Pro less,ons Code) or that ,s exempt therefrom and the 1>as,s for the alleged exemption Any v,olat,on of Section 7031 5 by an applicant tor a perm11 subjects tne apphcant to a c1v1I penalty of not more than five hundred dollars ($500) D I. as owner ot the property. or my employees 11,nlh wages as the,, sole compensat•on, will do the work. and the structure ,snot intended or ottered !or sale (Sec 7044. Busmess and Profess,ons COOe The Contractor's License t....w does no1 apply to an owner ol property who builds o, improves thereon and who does such work himself or throug~. his own employees. provided that such ,mproveme;,ts are no! 1n1ende-:l or offered for sale I!. however 1he bu1ldmg or improvement 1s sold w1th1n one year of comple!mn. the owner-bu,lder will have 1he burden ot provmg that he did not build or improve for the purpose of sale) D I, as owner ot 1he property am exclus<vely contract,n9 with l1censecl contractors to cons1ruct the proJecl (sec 7044. Bus,ness and Professions Code· The Contractors License Law does not apply to an owner of property who builds or ,mproves thereon, and who contracts for each pro1ects with a contractortsl llcense pursuan1 to the Contr..ctor's License Law! D I amexemp! under Sec tor this reason _ , 8 & PC D I hereby af!<rm that I ha~e a cert1!1ca1e of consen1 to self-insure, or a cert1!,cate of Workers Compensatmn Insurance. or a cen,f,ed copy thereof (8ec 3800. Labo• Code) POLIC_}iNO co::,"ANY Copy ,s flled with 1he city t 1A D Cer11hed copy ,s hereby tuffsJ:: CERTIFICATE. OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (Th,s section need not be completed ,! the perm,t ,s !or one hundred OOllars (SHXI) or less1 O I cert,!y 1ha1 ,n the performance of the work for which this perm,! 1s ,ssued. I shall not employ any person ,n any manner so as to become sub1ec1 to the Wor1<ers· Compensa11on Laws of Cal1lorn,a NOTICE TO APPLICANT II. alter makm;i this Cert, f,cate ot Exemp11on. you should become sub1e<:t t0 the Worke1s· Compensa11on provisions of the Labo1 Code you must forthwith comply wtth such provisions or this perm,! shall be deemed •evokea 0 I hereby aff,rrr, That lhere ,s a <:.ons1ruct10'1 lendir,g agency •or lhe performance of the worl< tor wh,ch This permit ,s ,~sued 1Sec 3097 C•.i> Codel Lenders Name ___________ _ Lenae, s Aaa,ess __________ _ USE BALL POINT PEN ONLY & PRESS HA C APPLICANT TO FILL IN INFORMATION WITHIN SH,-. EA AND DECLARATIONS. SBAD BUILDING DEPARTMENT APPLICATION & PERMIT 12C ., Carlsbad, California 92008 (714) 438-5525 JOB ADDRESS ~lf~f l/.1 <1osiA AQe. ,0..ARl9b4d owt.X:~Mr-s /-) b~YT U)A/detJ l '-{3,:N9'9"l/s- owi~ ';'1NG p;';, IJeos/.A p'f .~o.3 I~;. Rls1.4J \o,U. BLOCK l/Al~~o~o~• DESCfHPTION OF WORK r " <:;' 1 NC::.(., rlhL !'CJ!.~ As'.SESSOR PARC~L NO. D cl..l!o 1140 l;;l.0 11,J 1-1 ~ -r-f-A-<111 .J G 11. I'. .. CA. A -:,iT1 OiE:F3P/Ls70N PRIME CONTRACTOR ~I...M~otJ @o !--"1 ~N'tj{;:£" s~o;",';o ,_•~-f!_,.+-,::f_h_b iJ. DESIGNER £_I-. M. ~0-~ ~ 0 1-:"' il? , o,s,c~~s~~"'~/1 f lcr!to ef, F/P FLA ELEV yCJ .... o NO STOrES GRADING ~ERMIT ISSUED BUSINESS LICENSE# :iris?' I §{13_ t/- CONTRACTORS PHONE# ZONE I 1/-3'6-( S 1 g ;c;iN~~f '~]~~~() ;;T~IC;N~# r STANDARD PLAN# 0 far:-;;;1 F~/i~~/_. l.~·-· r~~ EDU " I ?:}LS ,_, i ace LOAD FIRE SPA PERMIT NUMBER i / -v S" 0 BLDG USE CODE BUILDING SQ. FOOTAGE q,.r_n CCNSUS TRAC, r cie CANO USE [ '";T; sic, I RES UN/' I ~NO l :~~~VEC,O~M:; I Ir~ ,□ N'!id. Not Valid Unless M;1chine Certified I I , QTY.I PLUMBING PERMIT. ISSUE I 7-c-=:;-D II QTY.[ MECHANICAL PERMIT. ISSUE 13-Do ~I EACH FIXTURE TRAP ~..-,le--INSTALL FURN DUCTSUPT0100,000BTU ~. _. BUILDINGPERM!T --------, __ ----J:ZO,,JC SUMMARY/ACCOUNT NUMBER EACH BUILDING SEWER ~4---OVER 100,000 BTU SIGN PERMIT / I _ EACHWATERHEATERAN □·□RVENT -..:~--□-ILER1c□MPR~ss□RuP1-□3--HP . PLANCHECK ~7 1 ~ \1 EACH GAS SYSTEM 1 TO 4 OUTLETS V.'---'._,.IIC-OJ-LER/COMPRESS0fl 3-15 HP • TOTAL PLUMBING ---_ i::: --J EACHGASSYSTEM50RMORE METALFIRFPIACf /_.,,,,.. ELECTRICAL t:JI _...f I--EACH INSTAI,.. ALTER, REPAIR WATER PIPE t ~V-EN~!AN SINGLE-□lJCT ___ ----------MECHANICAL --~ ,-,-- EACH VACUUM BREAKER MECH EXHAUST HOQD.'OUCTS MOBILEHOME L-_ _j_.C ------ f; . . RELOCATION OF EA FURNACE/HEATER . M□B-ILEHOME PARK. INSP I EACH ROOF DRA'N !INSIDE) :$¢ 1 ·--. SOLAR i. -r--•. ---· _ -_--'-: ---TOTl<L MECHANICAL I ...-, c..51.RDNG MOTION --IV1 l','kf'" TOTAL PLUMBING I /_ . =------;.......,,. ,.--FIRE SPRINKLERS I-- WATER SOFTNER -,--· I 7 PUBLIC FACILITIES FEE -- QTY. SOLAR -ISSUE I O BRIDGE FEE ---- ELECTRICAL PERMIT -ISSUE ~ ---. ------,n, .. NEW CONST EA AMP:SWT BKR _ -U--J--"~-COLLECTORS ~ __ ~=--+=='.= SCHOOL FEE · DISTRICT -----I 1 PH 3 PH :_------4-----_~!~R!GE TAN5S Carlsbad EXIST BLOG EA AMP.1SWT/BKR I PH 3 PH _ + II I:~~: STORAGE I 1:--E_cc,Mas San Diegu1to I Zfiff ~ San Marcos . I / REMODEL:ALTER PER CIRCUIT --+-TEMP POLE 200 AMPS -t'OVER 200 AMPS ~ rEMP--□cclJ-PANCY_GO_ OA Ysl --,-- PLAN CHECK FEE _ -------::-_[_-i1o C ~ ------ ---+- ------1------- I--------I ---" -n,., J2=J r) -------;-----,I------------- /'. ri.:-'L 'itl> ----l-~,1 ·------t- -- ~ -- 1 TOTAL ELECTRICAL -l Lf-c,-::t -+-TOTAL SOLAR --I----TOTAL FEES PAYABLE I 3, t> ,,. ..<' ..:z I HAVE CAREFULLY ExAMiNEDTH€-COMPLETED '"APPLICATION ANO JERMIT" ANO 00 HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE DECLARATIONS ARE TRUE ANO CORRECT AND I FURTHER CERTIFY ANO AGREE IF A PERMIT IS ISSUED: TO COMPLY WITH All CITY, COUNT" AND STATE LAWS GOVERNING BUILDING CON· --- * AN OSHA PEMUT IS REQUIRED FOR EXCAVATIONS OVER 5' 0 .. OEEP ANO ObK>LITION OR CONSTAUCTION Of STFIUCT\JAES OY£ft 3 STORIES IN HEIGHT STAUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND /J'J' I,<,/,~ CONTRACTO APPROV D BY DAT ~ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE -) (JI GRANTING OF THIS PERMIT. BY PHONE O 0 ."! ii: > ;;; 0 0. E ID r I '2 0 CJ C ro g 8: "' I ~ C ii 0 ,,, ,,, ID ,,, ,,, ., I ~ .2 ,; >- '" ,,, ID g a: ro <ii 0 ~ ID u C ro C ii: C ID ID " 0 13 ID 0. ,,, C ~ ~ ;; INSPECTION TYPE DATE INSPECTOR x-I , ;;i ::i--0 . BUILDING • FIELD INSPECTION RECORD FOUNDATION . .. , REINFORCED STEEL /0' -M r I REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES INSPECTION REQ IF INSPECTORS DATE MASONRY CHECKED APPROVAL GUNITE OR GROUT SOILS COMPLIANCE FLOOR & CEILING SUB FRAME PRIOR TO .. , FOUNDATION INSP SHEATHING UV I,' ,...,..._ STRUCTURAL CONCRETE FRAME OVER 2000 PSI , iill+l,RI06 b,~fl I lNSULATION I I J. -~ V PRESTRESSED .,,. CONCRETE ,: INTERIOR LATH & DRYWALL I I POST TENSIONED CONCRETE PLUMBING FIELD WELDING SEWER AND BL/CO A• .1 HIGH STRENGTH ~·------·-·-------- PLUMBING UNDERGROUND ,. ~ .,-,---BOLTS ·-~ . ------------.. . --SPECIAL MASONRY ' PLUMBING TOP OUT TUB AND SHOWER PAN I • --------- GAS TEST ! PILES CAISSONS ELECTRICAL I TEMPORARY POWER I ELECTRIC UNDERGROUND i -I ROUGH ELECTRIC ~ . . I ELECTRIC SERVICE ' ' ·---· BONDING :,, G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF. PIPING ,Ar-. HEAT -AIR COND. -SOLAR SYSTEMS ' VENTILATING SYSTEMS . . . ' CALL FOR FINAL INSPECTION WHEN ALL APPROPR).!1 TE , . ITEMS ABOVE HAVE BEEN APPROVED//~ ,,,,,, y -------____,- JOB SITE FINAL f •i • ,., "7 . .,-., . PLUMBING ./ ) I !\ ) _,, ELECTRICAL I ' . I . I..-' .,,~ MECHANICAL \ I II ,.A/ -,.... 71 -------- GAS . I ./ ,J(· BUILDING ----V -'"-' ------- SPECIAL CONDIT'~I\JS ----~ ~-' CERT OF OCCUP SSUED . <"": Ii :/ (\ ~ .-~ j l l I J ,~ ~--· \, )( ~./AAA~/AAAMAAAAAMAA/AAAAA~..Afa.AA/4\AAAAAAMX ~ ~ 3 illrrfifirutr nf ®rrtt+1a1try i: ◄ ~ ~ CITY OF CARLSBAD t ~ ~ ~ This Certificate issued pursuant to the requirements of Section 306 ~ j of the Uniform Building Code certifies that at the time of issuance ~ ~ this structure complies with applicable ordinances of the City ~ 3 regulating bui_lding con~truction _use. e j Use Classification Single Family Dwelling Bldg. Pe,mitNa. 81-250 ► ~ Group _____ Type Construdion _____ Fire Zone ______ Use Zone______ t ◄~--·~ ~ ► j Owne, al Building·. ~lJ;,ert .. Walden. _ ·. Md,css 260 7 Pirineos_ Apt. 20 3 t ~ ... I . ~ ~ BuildingAdd,ess" _z4~,:';L.:1;.~~$tJ~, ~vef !, Locality Carlsbad, CA. 92008 ~ ~ =============================== ,:~==~==~~=~~~=~~~=~~========== e ~ NOTE, Altmtion,, chongu, oddition, o, ,hon,., of occ,ponc noll;f;., thi ; ~ (Posr in coopicuous ploce) ~ ';t_W\,"'W"fW\~'-'l~'W''f/'/(/'~1'1f'lf'(/o/f'(/o//'!/f/WWWVW'o//'o//"<IVW"fl'o//"'t!Wo/"(/"(f'i'/"(f'(/'-l'~W'o//X < • 1HIS IS TO CERTIFY THAT INS~ 'I.TION I!AS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIL, IN THE BUILDING LOCATED AT: SITE ADDRESS: c:Jy?/d Number EXTERIOR WALLS -/ 1/ll // Manufacturer_...;J;"-'-/1_/V/ ____ Thickness/Type ;J /.,L R/Value_l/_1/ __ CEILINGS Batts; Manufacturer J//YJ > ,/ (( Thickness &/J..-R/Value Ii ---- GENERAL CONTRACTOR: __________ --'LIC,/t _______ _ BY TITLE DATE INSUI.ATION CONTRACTOR: APOLLO INSULATION LIC./t '..)86015 BY d~?t/~ TITLF*i DATE £)-:?Ov,/ l!Cit!' of l!Carlsbab REQUEST FOR INSPECTION RECORD \l I TIME: --:r?% -.,k _.,,, INSPECTOR V\J\ 812.: PER\IT NO. __________ DATE: 7~ OWNER _____ -,--\V}J~~=-,f'-'-"~"'-';;;,,-,..-----,,.....-c----~---------- ADDRESS ___ 9,,:z:=:4-:=-:4-:...;t_\l-.Li,i_-.:::....,.a"c---'fu='-'"-3:!'i::-'-=:!--'-M"--"-€=---.----=-:---:=:-=----- REQUESTED BY ;s;w.. Q, wr,eK PHONE NO. --'~=I'-"""~"-'--__._/ '5_,,,,_7...L...J{ ___ _ BUILDING □ FOUNDATION □ REINFORCING STEEL IJ MASONRY D GROUT -GUNITE □ FLOOR AND CEILING SUB FRAME □ SHEATHING □ RO~F EAR ,-/)~ D FRAME • • .J"V □ EXTERIOR LATH 'l .I. ff- □ INSULATION D,M./f □ INTERIOR LATH OR DRYWALL '/ FINAL wv<-J-~ PLUMBING □ UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING IJ TUB OR SHOWER PAN 0 GAS TEST □ WATER HEATER □ SOLAR WATER )l!f._FINAL Ready For Inspection: □ Monday D A.M. 0 P.M. _________ ._._,._ .. □ Tuesday PERSON TAKING REPORT ____ _ ELECTRICAL □ TEMPORARY SERVICE 0 UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC C:: I _ ~ PO~~l/-"INo-/ ~~ MISCELLANEOUS □ CONDITIONED AIR SYSTEMS 0 SOLAR HEAT D PATIO 0 POOL D SPA □ SIGN D GRADING 0 DRIVEWAY ~AL ~ednesday D Thursday □ Friday 1 . (t) ~~ 3 L~t WN~ ~1 '~ 1 ~ ~ ft, ~,__ w ~ 1~~~ ~ ~~. @ er, -;µ., ~ J -3 f>i-r 1 t;,_;4..vU.. oT' ~dt1-7:i;:;:_ 4-.R. ~ <r-~ ·-···· . -------------········-··-······ .. SAN DIEGUITO ENGINEERING, INC. Juru1 U fu,,. • P ( St~Plll"II O U1lh;;:/11Ulh • pf J..arH..::, A L •. 11~1 · P.I:::: AVENIDA DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE. CA 92067 756-J0tA I INSPECTION NOTICE lJATE 10 ;,, !xi I PROJECT NO: J.@0;:J P ROJ E cT NAME : , Ti WJ EL mpkc-=:-:- • ! , CIVIL ENGINEERING SURVEYING SOIL TESTING . ' PROJECT ADDRESS: t-,A Cos,,q A "'E t.,JP::S, C?F \/,e-::;-c C;qs-r, L-f..!I W"'l-~1 ~:!J"l"C> I i:.' Footing Excavation., 'f5;? ! . RouE.!!._ Grading Piles /"-] . As detailed / f - have beeninspected by a representative of this firm and ·-- . were found. to be ~n ac~o~dance' w~ th recommei:i,dati<;>ns · _ 0 ,~ presented in the PYel1m:c11a1y So.tls and Engineem-g~e·<,-""""G?,e,,; K~, l og:ic Investigation/Found at i on---I-nvesti·gat-i-oft-..Rep-or.t'~-, dated 11 ./."/~G-u.ST / ?Kl with exceptions and comments as given below. ' SPECIFICS OF APPROVE.D ITEMS: Ii Fc1orr&G-A::Pm--s:I oKrlr :STEEL t /Ylt>/-r cu-,c;y . 1 ,11,101STURE G,2d0,, CzR,4vp.t. £ $~.-U-OK ! ,:-' tuc, r-:c-tu~T((({K ../'Lf.f!. D.ra /:--'<® u-1'5 Off?C --- EXCEPTIONS AND COMMENTS: I ';[' 10LD ~•-1 -:?. c;_;~,c.,,.i1,.-,o rol.5' v(JT / '.'7A"'G'?'R° ST6At6:S:- I 1 F h,'0/"'1 ,"","/14'1:' C'V&?'<'-05QU¢c/; 6(crORE C£?f-{R//4G- { . 1 SAN OIEGUITO ENGII'IIEERING, INC. I ,_ • j" ;J ~ Ly: • . J Application for Grading Permit CITY OF CARLSBAD ENGINEERING DEPARTMENT 1200 Elm Avenue 438-5541 PENO. ____ _ '11 " Validation by Finance Department Building Permit Plan Check No. l / -J. S 0 FOR APPLl~O FILL IN ~Description ).... I ,I..._ I I "H l Subdivision Name ..J.. IJ lnS/A- A I ( ) , Owner ,~, ff/' W rl Phone 1/3/, -9 9 fl ~ µ t . ('j - Owner's Address/ , r b () ,.., I t , I I e.o' Plans by Civil Engineer ' 1 R.C.E. J.., i'J (,, Address f Phone \ l< -" rl, ~orAth So 1 I Engineer , R.C.E. ..) l ~ I\, L !.( 1 f o " 1 .. Phone 1 rt ~o t, </ Grading Contractor '\ . ~ ,.._ 1~r ll lf:-tp L Phone ?~<; /) Address ' Party responsible for overall supervision Jr AE' ..) f) l,l_J , l- Proposed use of grade site ,.... r / 1 /(t, 5. 1 le A/ ( t Number of cubic yards Cut Fill Import Waste -) --; I r ~ • I I ~I I Surety Company Surety Address Date Filed Cash deposit $ Bond No. Rec'd by Rec'd by Date filed The following documents are required and shall become a part of the grading permit when they are approved. -- -- -- -- Grading plans --Specifications Soil report --Geologic Report Drainage structures --Other Compaction report SPECIAL CONDITIONS WH ICH ARE MADE A PART OF THIS PERMIT 1. Authorized hours of operation: 7:00 AM to Sunset, Monday -Friday. 2. Haul routes are to be approved by City Engineer. 3. Adequate provisions shall be made for erosion and siltation control. 4. All slopes shall be planted per City Code. Proposed Schedule of /-le< Str Finish 5. All fills to be compacted to at least 90% of optimum A"'" /~. l'r t. 1 density unless noted otherwise. Operations (dates) ' /'1 I I I Under City Code Sec. 11.06 170 this grading is: j I hereby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and conditions of any permit issued pursuant to this application. ~ ) j ~ Signature of Permittee >/ ~4 ~ ~ 0 REGULAR GRADING -City inspector will make inspections listed below. I L..: t. ,M,-/1 () l (1, , ~y: ~ /7 ~ A Owner or authorized aVent ___ ·_ (_ )-----~-~~~-~----//'~1,~~-- 0 CONTROLLED GRADING -Private grading engineer shall observe work, coordinate tests, make reports. INSPECTION DATE INSP. SIGNATURE ______________ .,_/ _____________ , Initial -site prep. ENVIRONMENTAL CLEARANCE - EIA Log No. / '/ Grading permit fee $ Date By 7/ 3 J /~ I /11. 1~ Plan check fee $ f S ~ 7-31-E/ Date ---------~ Permit Issued j' JJ/ {__ by ' A.Al\. Permit Expiration Date f-"I n2-- Rough -prior to drains Final -slopes planted Compaction reports rec'd. Private engr. cert. rec'd. Copies: White-Office; Green-Building; Yellow-Inspector; Pink-Permittee; Goldenrod-Finance THIS FORM WHEN PROPERLY VALIDATED IS A PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD 15[ -zsv ·.f?e Che-Jc:... ESGIL CORPORATION 9320 CHESAPEAKE DR., StTITE 122 SAN DIEGO, CA 9212B (T14) 360·146H I' r , ,1 I Q,1{ •:::.., r "YI:,, ., ) , ... \.<::.I I ·• I.) ;.;_,, ,::,T n. t t , J )·} \ t. '·1 (.\ ,· ,.J..1( ·-"' '(\. "\ ,, \ ·'V? ... A. E!CC~p OATA !5~!L co•v:,A7JC\ 9)20 Cr.:.. ... ~?:.A.r~:.. U,"\j ::.. • .;;::1n: 122' SIJ, DIECO, CillPO!,hlA, 92U) Phone (?14) 560 -1 468 Job Addru1 IJ<IT: G,v la) o.-noro N&n>• A ' W 'A\..)} \:? r,J c~ l tio. Stori e, ____________ _ Ploor Aru ____________ _ Plan Ch•H ~0. -~B~l~-~::Z-~~'w------Valuation _______________ _ Cicc\.lpancy {2 --~ Calcula,._..d Plan Checlt fee Typt Con•tructlor._§3 __ -~tJ_____ --------- t~ir• 1.on• _____ !\J~-•~A~-•---- ►,es;ari.■, ______________________________ _ JJa u plane rrc•lved cc:.phu 1n C1 ty:ll::fyf2, (e \:z,'5" Dat• pl ano •••l latle to !:S:ll. WED ,--=iJ_\ S::' Dat.1 rla!"ls plcke~ up/r,-ce1v,d by !3Cit U)t".-:ii,3\ \'5 ::,Ot, !irn plan chack uriu co::,pht<~ by !S~I .. 1)4";1(1 (o ~ate ap;:>licar,t notified ct correction■ needt'd _____ _ k.rt.. .. ,od t.i•ed to notJf'y applicant_. •• _________ _ :>au •p~licant au~lt\.ed cor rected plan1 _______ _ I>au recheck eerlea coEpleted by ESClL ________ _ by by by by by by by by ~TA:E:1-::. I\ Q,1.:;" :::r(;,, lJ•h subst.antially co~pleu plan• delivered t.o City ___ by ______ _ Alt! t.ional chronolo,:y re=-a..rl a 1 1l :::n+,=,c.o(2.570QH sta~ M'.ID-::o <A:-:kflW TO \.::A:t..J5 \ \ I ~ ~.-u:.e.c, ra,'-< "\v'\ '-'.<)L.0 (,, ... !:> t:fy,-, , -rt,, 01 (? , ) oo '.\a-·M o 1• o::n±l-,--X:Z 1 1.o a> v, 1 l 1.:!"ni ~ a 'i ~ '?\.-1~t-1 'N1 N'1 1 (::-")v~\v1<2e1l..1n~J CA"C,, ..l:"1'--~ov \ ~ ~ ~v e,<;11 o Kl ':. 6 N ~ ~ o ~ ··rt; &.e . ~ ~rz. vep-t, Q.ev1ei.u.S (.Jt1..c.. W112d)A-~Meu 43~ ~ I \ Ccrr•ctiona: checked belo• a.re 1.0 be made on pl•m• betort per.i t 1• havad. t.V !1°• approval o! pla.na a.nd ap•cifica\lona do•• not pen.1t t.h• vlola tlon of i .... any uc:tion of t.ta bu1ld1nf Codt, or other Cl ty Ordinance or Stau Le,.,, ,:, :nt-!ollo .. :lnf llct dOt!I r.ct n1cu1sa.rlly include all t-rrora a.nd om.miu:tona. ~ s., !>ec. )02 c) of U'\e 197 1.'nlform bu1ld1nt Code. Plan■ requlrt-corrc-ctlon \ •• lnC:l cated by circled 1\..t::u btlow before ■ bullding ~nzii\ can ~ le1u1d. ~iittt.Lrn this correction ahtt'\ •llh corrected plans. ~~Hl~~~¥-~¥,¥~~~.=-~Tc~:0~~fl ITAR~Eiiv~oH~~c~::~f/'~~P. lT&. P!:LD.'' - ~l:uHcat" o:, plana the> r...ce or \.h• le,:al Dwnt'r and name of perr,on 0 ruipc-isitle !or t.h" p!"t-;:>,&ration o!' t.hl' plll.!iG. (Sec. JOl) : . S\i~.i t fully l!ice-naio~.t-: plo~ pla.n drawn t.o scale ,;howinl location a!te. and uae of all etictinr a.nd proposf'd structures on \.ht lot. l,ar.tlfy p:-operty lir.e3 an~ Gho-.. l ot dic,naion■ a.nd all ea6e::ienu;. Sr.ow locatlon of all c-:.:: or !"ill e:lopes a.nd approxima't.e .!'1nieh floor clevat.1an■ l'o:-a.l.l &t.ructu.rea a.nd ahow elevationg at a.ll lot .0 carn11r■, (Sec. J0lb7) !n~lca\. .. di■\.&J'lce fro■ ce-nter-llne ot a t:r-eet or allt)' to pro~:-ty l1ne a.nd disl.&nc .. !'roa curt 1..0 property line. L. lfaa.f' all corr .. ct.1one or. ariginal t:racitite ~fore resubmitting t.o tJ,e lngnection O.p.a.rae~t :c:-rechrck. Rei:urn n o 1u·tG of correct.rd plan, •riolu>O■etS,of ori,in.a.l plana u■ed fo?" plan check. IO Tra owner or de1i mer c.u•t aiP1 't'Wo copiea of t.he att.ad,ad minimum construction ■peciflca:lona t.o evidence havint receiv•d t.he 1ne\r\.lction■ an<: •(Teeinr to equal or exceed t.he epec1!1cat1on,. r h-ovidC" fully d11E1t-nsio:1c~ foW'ldation pla.n drawn to ecale. I X Provide fully dimens}o:-.ed floor pla.n dra.-n 'to acale. ),-(' Provide fully di111ensio:,ed elevation■ drawn t.o scale. J y'; !"r~i 1:: ~~~!~ t~!r~;~l ::~~• w~l •::w c~~e~t:lropo■ed • \rucnJr• /, Ph,ns and ept-ciflcat.!c:-.s shall be &i«ned by a California Sat e liccn■ed en,:1.ne e:r or c-ch11.ect.. @ Ca lculation■ 1ipud t-;r a C_a.11forn1a St.at.e! i1cenaed engineer or a.r:..hit.e·ct oh all bt prov1d•C !or _ll c::::tB I l,J \ ~ !/! W )?1.,.1,. $ ft <;: Q IV .Vd / Pla.na a.re not. lerJtlt. F.taub:;it lerib:lt· plane. ,)-l~ .,_cverat fl&.1\8 a:iay not \Mo u-e•d. lhauba11. ahowin~ a ctual conJicuration ' 'lo be bu. lt. 2)~\~ '$nc)t..(.)~Q 's\H .. r:.c:,r CU. '-<J<t-\\ ~ I --+t--.e "v\~-t'Av c\5' CL \V\e, °Sn,'t-Q.ei-'T)o.VYle, I C Co......,_ be -; vY'laj l s ~ d-c. ~) l@S\--k>,.,J 6'L.eV , 01V 0,-i:ttv ~'R. Top c>F ~ ,;-u....,'.l I c. ~~.S.iP~;rn~-~IV~~ ~~~~ ~~~~ ~:. 1 @ SuboLlt a ool lo repor t l="•""r•d by • llcon .. d a.rch1h c t or •nrln .. r Sno• ha Ip, t of a.il !c=catl o,. wu..o. d:: ? I E:'Q. Go ~ oe_~ , Show htiiht of reu.ir.,:! tarti\ on all f oundatlon walla. Sho• d1tt.ancc of !our.t&t.icn t o •dre or cut or fill ■lope, and ■ho-~~~=~~•;1:.~: ~!f ~c~t -~~~ :~d 6~1!;:~,: tlnl•h rr•d•. } 2:.. i•ot~ or. pla.na 'tha t s·..:::'ac:e w-a te:r will dra.ln away !rom 'bulldi"t a.nd ■how trainar e. pal.tern a.:1d Le-)' e lcvationa. ~ Otoen15io:-. !our.dat1or. r,e::-Ublt 29~A. P..u::r,.'bcr N :i,\.Cri •• l 1 ) ) TAn.1: NC. ~-A -P'OUJ.OATJO~S P'CF. STUD llEARIKC li.:.:..l.S IIIXD'.:JI! F.E::JUIR=T'S C..pUi or Width Thicltn••• Pounda.tion Thi ckneaa ~ or or Delo- P'ounda ti o:-. •a..l l footl nr f'oo tint r.a i-ural ( lnchu : (lnchea) (Inch .. } Sw-fact Cone re t• .c.1' or Cround And finiah 1..a.sonry Cradt 11-•••al 6 6 u 6 12 6 E l ) 7 1e 10 10 18 e 2• } C L'A-\2.\ t::-"f l t:= ~2-A-011\J~ \tA,-s ~a::---u DM-i-G°" ~,z., \i-\ 1~ ?lL-OS ec....T. Sv'8 M 1, s.o, l6 (2..6-Yo\l.., .. ,di'A11\J\Y\.)C{ C.0YV\ IV\~ 0"1\J <AW\ 'Q'4-<-i1 <> r\) J l '\J Pl 'N S. \ O \\) 1 ~ 1 Yl '1 VO.\ t) l:i' f.lrvv O {le C.O ""i W\ ~~ 'i'fi - J (J ~ \0 '(Y\ \NIM \"2.e-ff2.<.J'o\€ 1'1'1S, :t.t:= rv O <:.-ti.l"\01 ·, ,,; ?.:iel30 t) 0 f\JB S ,'"8.'"n3' b l\J yu.n-"0---~ N s ....... ~ Show foundation a1ll■ to b, pree■ur• tru,1.Ad, or irqua.l , ---,s«. ~ Show foundation bolt eil.•. apaclnt a.nd pttu\..rat1on, ~ Speclfy 11!11t•. ICBO nu=Ltr a.:'\d Q&:,ufactur,r of po•l'r dr1v•n p1na . Sho• •dte ""d •nd diat.ar,ca ■ arid ■p.-c1ni, ~ Sho• 111.z.e. imbrcuunt anO loc:at 1on of hold down anchors on found■tl pla.n. _,,Jl~ Not< on plan tilat hold down a.nchor■ mvot b• tl•d in place prior to four.~■t1on 1n■pect1on. _..;},3"'~ Sho-. adequa h footint• unOer all eh ear 'W&ll■• ~Show ,nepped !ootlntr. !er alopeo steeper than 1110. ~Show mlnlmur1 18· clea.ra:,ce f r om {a'ade to bott o:. of floor jolet■ an 1tinh:iW11 12• cle&ranct to bottom of ,:irder■. (Sec. 2517) ~ Show pier eh.a , ttpaclnt and depth into undiotu.rbed s oil. ~ Show minimuni Ynder floor ■cct:D■ of 18'" x: 2i.·. (Sl'c, 251?) ~ Sho""· minimum under rloor ventll■l.1on equal to li aq. ft. for each 25 11neal feet or eJtter1or foundation w!t.h openintre ,u1 cloee to cc aG practicable to provide cro,u vent.1lat1on on at leaet t:wo appro1 opposlu •ld••· (Sec. 2517) 0'-,;'nouJ ~\\\J1S.l,, ~L->-\B Clll .. .-0 ~ ~ r-,n.J1 !..~e & °\\l-u-~ 'oC. °\IJ{)u,;61. • S.Ho'-0 ---\1t'\E?S.Q •N t:;1.-ev W'\-"i"'\ 'O N..S.. 0. RC~l'. SlZfS, L]CY.I Arm v;:••TJLA710" ,SO. Ont rooi;. muat cont-ain a minim~ of 150 aq. ft, of f loor •rea. (S1 Sl, Habit.able room, othe:-t.han Jdtchcna ahall conu.in at leaat 70 eq. of floor a.re a. (Sec. l '-107b) 52. W1ndo.-area cauat be at. least 1/10 of the floor ar e• (Jf:inlmWD 10 ec ln_,..,.,,.--,-,-:-,---,-,--(Sec, }I ,SJ. ~'indow area must be at least 1/20 of th• floor u-ea (lf,inimum lj ec in bat.hroorea. laund.r)' room, a.nd sia:ila.r rooms, (Sec. l'-10,Sa) ,54. One•half o! all required window a_rea must be openable in ___ _ 55. 56. 57. 58. 59. 60. i:. 70. 71. 72, 7J, 7•. 7l• 7 . 77. 78. 79, 80. 81. ez. eJ. • so . 65. 86 . l\o ha.bit.able room other t.h-.n a kitchen aha.ll bt l eea Ulan 7•-0· i1 dimeneion. {Src. 1407c) Show • 7'-6'" iclni.11;.um ce1li~ htight for habit.able r o01:111, ■torage J and la\.lndry roo:u. (Sec. 1407a) Show• 7'-o· i:riinimum c•il1ng hei@:tlt for hallwaya. corridora and b1 rooms. (Sec:. 1407a) Providt )0 1nchea clear width for water cloeet co~pa.rt.mente a.nd 21 lnchea clearanc, in front of water cloatt. (S,c. l7llb) £.av .. a &hall not project wl thin JO'" of pro~rty line where requirt1 11tht ia be.inc provided. _ r--rov1dt mechanical ventilation capable of providinc flv• air chan1 hour in bat.hroo111. ••t•r cloett compa.ruunte, lau.ndry room, and a rooma w1Ulout required w indow■• (Sec. 14~,,S•) ~m·s STAJRWAYS A;<D 8AILWCS have not 11■1 t.ha.n 2 e1.lt1. (~ leaa than J6· in wldt h and no· a hall exceed ii • 1n wldt.h. (S1 Ploora abov• th• ••cond atory ■hall ~equired exit doorways shall be not t.han 6·-6· in he1@:.ht. t'lo door le&! J)O)e) Prcvldt )6 "' high protective rall1nc tor porche1, balconie■ a.nd op1 sidta of landint•• ff.a:,;i=~ opening between ra.111ncs i• 9"', (Sec Show ho.,,· r ua:--dra ll connection dt"ta.1111 a.rf' adeql.late to eupport 20; ~r lineal foot at a rir.ht a.nr h to Vu t op rail. Show stalr~arft and l a_ndSn~•· (Sec. ))O,S) ►'nx1zu:tti rin• 8,· and a.1n l mum run le 9·. ~'..l n1a:u.:i. hu1droor: ia 6·-6 · a t ata.1rwa.Y, t-'..ln1rr.u::. clear ..,idth o/ JO · 1G requirll'd for st.a1rwa.y. Handr 11iln must b• Jo· to Jl,j • above tr*ade. Double handral la are r equired. f,pt.urn h&.'1dra1ls t.o vall. Sho• • true: tural de t a ils ct e tal r&. Sp i r al atair•a.,y sh&ll no t aerve at1 a r equired e:dt f o:-an area ov, 4('1(''1 IIQ. f t , ~tt-dor otair.-a.ye ehall not project into )'a.rd1 where protection c opcr:lnrs ia required. All openinrs in t.he exterior walls of a b.i1ldinr below or within feet measured horiz.ontally of an eJtt erior ex.it st.airway e.hall be pro'\ected by • aelf cloeinr or automatica.lly clo1in,; flre aaeembl ) have a J/4 hour fire resistive rat1nr unleaa atairway does not e.z.c Hi feet 1r. vertical projection or there are t..,o eepa.rate u :t erl or at.airway& '\o aervt a:, e:.rtcrior exit balcony. h-otect wall• a.nd eoftlta under interior ■t..air■ w1t.h one-hour ~ous t.ruction when there ie encloeed tusablt apace, (Sec. JJ0.,5) ... leepint rooma ir.uat have a windo• or •.rterio:-door !or emertcncy e Sill he1(.ht no\. ~vu· 4-'-'· above floo:--, .S-7 eq. !t . ot openable are ir.1nlmu:=, •.11.h mlnlcu: net height of open1n& 2t.t · and 1t11n111,ura n t w1du,of openln& 20•.(sec. 1~04) • ~Show wall bracing. t'very e x-url or wood Btud wall &J"ld 11aln croea p&.rtitlon eha.11 be braced a t each end a.nd &\ ltaete<very ZS f ••t o langU'I wi't.h l .1. ti dlagonal let~ln brae•• or equi<valent. (Sec. 251 __;.n.a.-No\.e croae br1d~ing. t'loor joiat• and rafter, more t.han 12 .. ln d ILnd ap&nn1J1#. mort t.ha.n 8 fee t ehall be s upported l a terally 'by brl at interval■ not 12.ceeding 8 feet . {Sec. 2,,S06g) ~ho• blockint &t end■ and a\ ■upport, of floor Jolat•. a.nd for ra "" at e.xterlor walls. (Sec. 2506g) W ~Show blocking a t end■ and a upporU ot raft.er• morr \.ha.n e· 1.n dtp '),,,( ~ Show ■olid 'block.in& at rl dte lln• a.nd at ext.erlor wall■ on t:ruau N ~~:~•double Joi et.a . Ploor Joi ■t.1 ahall W doubled undtr bear1nc. ~ rart1t1ona runnin& parallel with th• jo1oui. (Sec. 25l6d5) S ~ Show rafter purlin brace■ t.o be not leaa t.han u.5 d egree:& U> t.ht t: (Soc. 2518h} ~ She• ra:ter t.1e1. Al.fl.er t.1 •• ■hall b• ■paced not 1t1ort: t.han .l& ft N cenUr whert ra!\.er■ &-nd ceiling Jo11u a.rt not paralle l. (Ste. ~ ~ Show ;· c1n1111u= cleara.nc• bct:ween top plat.e o! lnurior partldor ~ 110. ~~~0:o~~~:d i:~ :i~~:e!ith &lni11\D 1'e• lap •pllca. (Sec. 2518g1''. ~ Sho• nailint will b,c in cocpli-.,,ce wi tn t.able 2.S-P- 112. >--rovioe fire atop■ bct ... ecn atoriea, Wt.•een l.Op ■tory and root •J l)a t cellin(e a.nd !'loor l evela in interior a.nd eJturior wall,. i n• ~ -",,\IC.r oof or eyebro• ao no concealed or turrtd. ■pace 1■ rreat.tr t.ha.n l 1'-l.C> ~\V horia.ont.ally or v itrtic&lly. between at.air ■"t-r1nr•r• a t t.o p and. be \ ,ti;--, L and btt•eer. ■t.ud1 alonr a nd in linf' w1t.n at.air nm adjo1.::1nt 1tv( (,'-' J~/ and pa.rtitiona, a t per.1uiet.er of zlldint door pocket.■, 'bet-ween ch.! f'. (J(\V and wo oo !raae u•lfll' aeu) or incombuctibl•• for t.ht firt atop v 'j~ ot..rur pl11.cea that. could afford pa•••tc o! !la.at. ~ Shaw anida. ln one or t wo 1 t..ory buildi ng■• etuo■ for exterior W1I inurlor bea.r1nt ••ll• aha.11 be not. l••• t.ha.J'\ Z 11 &. at 16· o.c. tor 1ntar1or nonbcarlnt; parti tion■ aa.y be-2 1 ) •t 16 o.c. St.uda -., .. t.h1cll and 2 .. -t.· wioe and not 111ore t.hlUl 8 l•et long •h•l l t pstud grade· Dougla■ ?ir•l..&.rch or btt ur wr-.cn ■upport1ng not aor one floor a.no a root. {Sec. 2518g). ...,.er-;-Note a.n A.1.7 .C. Certificau of Con!oraance for 1lu•d 1-.o.lnat.c-d • a eabera ■h&.l.l be i:lven to the Suildinc ln1pcc:t.or prior t.o erf'Cti c O•t.ail all r•t to b-eaa a..nd po1t t o toot~n« corv,ectiona . Specify l'\&l t i1.1 &Jld ■paclnc for all ■het.r waUe , f l oor a.nd rool dia.phra,:,r..c. lnd1cate r,quir•d blocki~. K•int.a1n aax1a ua dia phl di•en■ion rati o■, ~Sho-. aolid 1leat.hin1 on 7}< ot l inear ltn)t.h of fir•t •t.ory ezt.«i ,..l~~!!•J:nx ':~ :,:-C;! =~~d!~~da i~e~ir!~l:~ry or U\r•• •~ory .buil( (Soc. 2518!} ~ Specify true■ canufacturc r &nd t.ruee i nd•nt1!1ca t1on. --~.__.,Provid• a roof rra..a.1"' pla.n. .- ..,)-Zr':":: Pro-w1dt f r a.&1nr eec1.,on. t.hr ough..,... ___ ..,...,---r,-------- S,=,.ciry all h•a.der ■11.e• for :::nint; over L' -.id•• JTovJd• c alculat..lona Jor :T~JJ,. C.,c;,,2,. S. p=OJ'2 WI..-:>Q;, {) "TO ~1.. o l\.) C (\) o"'T"E"' o ~ ? 1...~ t-...i.. ~ )20, JZ~. 126. l,7. l2&. lJ0. lJl. lJ2. 1~ a.r•a• •ubj•ct u, w•'t~T •plaah a.rid 1n •1t.4-r1or l ocationa, wood eol\.lllL!a 411.""l<t poeu ehall be eupporud 'by pi•r• proJ•ct.in.( at l••at z · abovt 1:Ju rtn1ahtd cr•d• and 1P.h11.ll t-ea.r on • a:,ul b&at pla·t.e: or treatt<t wood \t."llt•• the column• or poaU 11.rt f ou.ridat1on p-adt rtdwood or C:ll"d&r, (Src. 25l?cli) Show locat1on o! attic ac:uttlt wl'Ul =1nimut11 •l~e 22~ x )O·. (Sec. JZOS) Show era!t aeparat lon t or attic ar t&& ln t xceea of JOOO aq, !t. (Ste, J 205) Show draf t aeparation tor ■pace btNeen dropped ctllinia knd floor ln ••<••• of 1000 aq. f l, (Sec, 2jl7) Speci fy plywood gradt L"ld panel ldent1flcat1on index. (table 2,S-J) •'hen roof pitch 1• ltss t.han )112. dtalgn ridge •• a vertical load carrylnt ce=ber. (S•c. 2jl8h) -ood eht&r wall& eha.11 no't be uaed to re11at horl'tonta l forces contributed by maason.ry in building-a over one ator y 1n htiplt. (Sec. 2516'0) Cypew:i lath a.nd pleal.er, gyp6u:m ahea\.h1n, board a.nd g:ypaum ••llboard ■hall not bt ueed ln vtrtical diaphrapce l o rea1at force1 iir.po■ed by 1:1a1onry or concr•t• con■t:ruction. C. ~ j I~ ~p<cl fy roof pitch. ~koof r,itch is not adequate for r oof 1yp• spec1f1•d. Specify ' ci ni r:i1.m pitch of_-,-..---,--...,....-7"------------:J4 Specify roof ma1..cri1-l ~d app.llca~1or .. .)•:t:-" Specify )CBO approval number f or roof aaterial■ not cover•d in ~::~if)' roof slope !or d..:-aina,e or de11pi t.o support accl.Olulat.ed , .. _....-:: ter, {Sec. J207a) y~-:>_ o"' roof ~rai na and overt l owa. t., fjrl' rc-Ut..rdant r oofini le required, Show roo!int epecl.1'lcatlon on pla.no, (Sec . J20Je) H . ~ 1}0, l}l. dfu, 0 @) P:-ovidt ~irtplace cor.atruc tion deta il■. Sr.ow venter auppor't L'1d &ped!y veneet connection■• Show htir,.ht a...-,d con1Bt:'"1Jc tion dtulls of all ca■on.ry 11o·all1. f\ot.f t.~•~ cleanout. ope:11n,:s nhall bf' p:-ovidtd at l.hf' bottom of all cell• to bt> gro\lt f illed over&,• in a ainrle rour. Cl•a.novt shall be eealed be!ort' ftTOYt.in,:, a.!ter inspect.ion. (Sec:. 2!.1~) Pro\·idt eni1neering calcu.lationa for ~esonry vall du11gn and connec\ions. Show floor and r oof conntctiona t.o maeonry walla . Connection ehall rt'aiat 200 pound per foot or \.he a c t\Jal deEipl load• whichtver i s rr••••r . IS•<· 2)10) }T'ovld• =•terial apec 1f1cat..1ona f or JDOrtar. c:rout, 10.a■onry a.nd re:1r.!o!"'cing ate el . Sh0who"' c.aaonr)' hou•• wall• rtt.alnlni eu-t.h art \..0 ~ wattrproofed. t,ou Via\ 1pecla.l 1napect..lon will bo rl'qu.ired for _______ _ uiblc Z4-M., )J,C', Carar t require■ one-hour occu~cy aepa.ratlon frD'III t..he rest of the ts! ldlnt, (Tablo 5-B)., .. (Sec, }O)b) ~All rliuHnt.e aupp,ortlnc floor abovt 1a.r•t• 'to have one-hou.r fire rteiat lve pro1.ect.lon on Uu p r•,:• 1ide. (Sec . .SOJ) ~ Show l )/€· ■ol1d vood 1elf-cloaing door f or op«nlrl.l bt\ween ca.rage and d••llln«, (Soc. 50Jd) ~ car•r•• are not per-mi1.1.ed to open lnt.o a TOO& uaed tor ele,epln.g ./" p,rpoa ... (Soc. 15011) .,--l'-. vprninr• °Df'tween carport and reaidtnce r equire ael.f•clo■1ni door • a.nd a.nd 1\.6\iona.ry v l.r~'-"'· (Sec, 11112) ..JtS St10"' ra_ra,, fra.ml.n,:, 11ec\ion. aJie o! header ov•r J:&.r&lt openi n&. latt:ra.l C'rOMli bracin« at plat, line a.nd att1.hod of bracing prage f ron\., f£C~A-~lCAl. All he.11.tlnr, venti latl.nt and coolin1, ay1t.e111a a.nd applia.nca■ ehall co=ply •it.h t.ta l 97( tdJ t 1 on o! tl'\e Uni! orm li:.tcht..ni cal Code. ,...-YrO". Show location e..nd type or all heat.int a.nd cooling applla.ncee or •Y• te&a. l_ll""; Sho• 1e.inimum JO· deep unobstructed worlr:lng ape.ct in front o! tu.mac•. ~ Show furnace: apace i:.in.haz= 12" wide:-t.har. !urnace or per 111Ung. (Sec . 70"). ~She .. minimu= J · cl ear wo:-kint, apace a lont lht' 1idc1. bac k 1.nd \.op ot !urnace or clea.ra.nce per li1ti nf;. (Sec, 704) ~~~Jrnact chall nol. be irusulltd under any auir-ay. (Sec , 70l.i) ~ J'"urnac• ehall not be insulled in any bed.rooc., b■t.hroom. cloa•t or in con!"in•d apace v iti\ acc:eaa only 'L.'lroupi auch room,u.nlea■ apecifled aa direc t vent appl1a.nc•. enc:loaed furnace or elec:t::-lc t.eat1ni ,_,,,,.,-appliance, (Sec, 704) ~· Ati1c !urnac• 1.nat.alled in a apace leas: u-...ri 5' hi gh ahall be llat.ed e f or such lnaullation. (Ste . 708) Sho• lCBO approval for pre t ab t lreplact a_nd provide a pproved 1n■t.allatlon in■ tru c t.1 one. t. '"'l.!:r:: 1 CAl. #.ll wl:-inr shall cot:pl)' •it.h t he 1978 National £lect.r1cal Code. hou on plan a.mpera, .. of electrical eervice. toot• on pla..r. t.hat aiinlcn.t1D dwellin,: l i ~tifl{ and rrou.nd tauli protection shall br provid .. d per atuich.1u:n\.. (EC-201) _.l.lrt , tio \e on pl1..r. t.hat ki tchen •lectri cal recf'pt.aclea nhall be, i rat.alled per att.aehaen t. (£C~202) ~ l'IOtf-on p.lLtl \.hat dwell1M(. r ec:-epucle apac:1n6 ■hall co=ply with ic.ln1•Uftl r•qu1rt••nt11 ahown on a tt..ach11>tnt. (EC-2"0)) l9</£lir-ct:1c&.l in■tallatlona of aor• ~a.n 200 a.a~r••· ■how panel location f •nd provide a ain,;lc-line dlagra.a a.nd load calculat1ona includi~, I a ) islr1nr l)Ct.hod eic.pl oyed . ~ 'b) Si&ta of all conduc\.ora. awit.chca, circuit brea.lera , fu••• and 1/ condu1 ta. c) App!"OJ.i~ate ltnrt,h o! aervlce and f•ed•r•. d) }'roYidt" plot pla..'1 ahow1ng aerv1c••• a ll panel locatlona, circuit arran,n1ent and l oad di■tri butlon on pa.rul bY ■ae■• e) )Tovldt typical panel ac.hedul1(•). i £~:i,;r~=~~~c:r u""!;;;~;~t:~ ~ifo~~~~in~ h not •d•quai.. ln J.Tov oe c.1 nlc'-"-100 a.:::p at rvi c•. Condoa u=a r rqu rt O u:p a trv l ce. A\ l•••t one-recept..acl• ahall h<t 1nat..all•d ou\..dool"a ~d in ra.r•~ea. J\Otl' 0:1 plar. '\.hat \.hi' cl•ctdcal ■y■,ci= aha.Ube-r;roundeC: 'by• ·~t!tr Ground·. Clty of Ca..rlaNa S,cU.on l6.lZ.2C.0. ~ All phobl"4' ahal) coaply •11.h t.h• 1976 edition of th• UnU o,... Ph•blnc Coh , ~ rllou, bu.rT1c:r■• heat.int •l•••nt.a a.nd ••1t.chea or rat.er h••t.-era eh&U be ~ lf:• a bove ,:arar• floor. (Sec, 1)10) <.......:..J 1'L"U \)'pc •atcr cloa•t.a aha.11 be SU\A •J>Jro•ed lo• flu.eh type, :,i en.:. ~~ Sno• ••t..•r heat.er t:n,,. a.nd location on pl.&n•. ~ Sno.-•t\.l\od o! providiflt' coabu■tion Air 1..0 tuel b\lnUnc: wa1.ar h••Ur. (Sec. 1)07) ~ Sno• wat•r h•ai..r clearance t'ra-. co.bu•tibl• ,,..11. (Sec. 1)08) ~. l"'v•l coa.bu■t.1on ••"4r heater ah.all not t>4 1nat&ll•d l n bath or bedroo• or in cloart o~n.in-r into baV\ or bed.rooa. (~ec. 1)09) )Tov1d• adN;u.a ,.. barrier 1..0 pro1.ec\ wat.er h•at..er frOII •ehicle ~ daaar•• {Se c. 1)10) ~ f-To vid• flo• control d •.-1cea on ahow•r•. il•atory fa1.tc•t.a and a1M ~~~~~~ t Tf~!'1~;\.&.l flo• \.0 • aula~ ot t.hr•• ,-..llona ,..-r ~ Sho• T •nd P Yalv• on w•t..r h•at.ar &nd aho"' rowt.. of diacharc• line . •a\er h•a\er a.hall no\ be located "t>.lo• a\.alr-w-w.y or la.r.4.1-n.i. f\o tr er. pl"1'1• \.hat • •at..r pr•••ur• re('\'l.at.or 1, required J.t ••rvi nc r~::i~~ ~:, o::~.~O lr~:;~. (Sec. lOO?) )TOVic)• dryar v1nt '\.O D\,l\.alda. -i -l -r,; H~se c:,. K. !:..£1S! l :.3p.Ail 0~ ~ Sho• drt.a1la of d uple1 cou:ion (par ty) wall■ a.nd floor/ce1l 1nf;_ aaarmtlies to t1chhve & So\.lnd 'I'ra.ns::.iselonClaee (STC) ratin{ i n "'•lla of ,50 dedbel111 a.,-,d an l:llpnc t lneul1t.1on Cl ise (ITC) rat.into floor/ceilln& of 50 dec lbl'l■. If vsint det.a1l 11hee t from juriedlc circle applicable det.a.ila for t.hh p:-o)ect. N, ~•,;;RCT CQ~SERVAT!ON e Sub:'Di t 'tWO cop1e■ o! the ffesldwntial tntro Law St.a tement on Pl&.n orformance complt ted and sig,nt~. pecify ineul.at lon R values for wall1, roof and ceilin&, Provide ca.lculat.1on1 juutlfyine increasing aln1,le · glai.cd a..raa be-yo ?O~ of floor area (okyl1rht 1r1a■ should b• multiplied by 1.6 tot _ __.....--rqui valent alng.l e tl•t.ed area). ~J . Specify on plans 1.o tal uoas fl oor area or heated t.onea a.nd t.ot.&l rlated e.reao (multipl)' e1nrle '-all ak)'lit.,ht areas by 1.6). ~Show dtiaile,d dlmenelontd wall. roof and/or celling aeae::ibly t.o r;uppor\. alternate! dfsip-i calculations. ~ Specify that exterior aw1n&,1nrdoors and windo..-s will be wea\.herstr _i,.S,0-:--Show mlnlc:nm 2· wide air apace and flaah1n~ between planter an" bulldlnr wallo . (Sec. 2Sl7c) ~· Show a weep ecrt-ed at t..ht foundation plate Une on all exterior at walh t.o 'be 111.Uccoed. /52· Shower s~a.11 shall be c:i1n1mu::i w.idt.h JO~ with a t:lnimu::i floor a:-ea 900 SQ, l n. - ~Sptc:lfy mater-lat \o be uaed under Ua ahowe:-tile. -z.s<: ~how •allo close:-tha.n, _______ ~to propc,-ty line t..o ~ ./ ________ f irr ra\.wd const.ruction. ?Sir': 'S°'how opcn1r.ra closer than1~ _______ t.o property l int to bt ~ _________ hour f ire rateC:. ~ Show at-tic vc-ntllation, ):ini::.U!II ve:;t area 11 1/150 of a ttic a..:-e a • or 1/J00 of attic area if a\ leact SO~ of requir td vent ia •t l tea @?-J frtt abovf' ceilln& joiat.a (,av, Yt'nt.11 UIP not rrcominendtd). ..$peel fy la U1 a.nd plae t.er t o co::.pl:-· .... 1 t..h Chapter 47. UBC. Provide a.n approved -.1,t.erp.roof b~11C:inf J'8pt"r under wood ■ld1nt , ~Specl t)· an erproved f laahlnr tor ex urior openinf• a.nd parapet B>wa.lls. Show a;,;:,rovtd product■ o!' cocbu•lon detectors. o't.her t..~an heat actuated. whi ch will providt a;. a.la.rm wnt-n e c:tue.ted. (Sec. ll.l)) 261. Srl'cif)' ■afety flatinr !or rlatinf in na:.a.rdous location■ ■uch aa ,::laas doors. 4r:la&1.n« adJ•cent to euc:h doors and glad:1c adjacer t o wali.inr aurface,1, unlea• u ,empu·a by Sec. _5406. I\ LL -n . tr) '-' e \ ,; y '-}•J. ,,t .. ~- Th• pla.n■ wer• rtvitr•ed baaed on tht lnform■Uon aho,m on the p,l&rJii, va pla.na ar c 1n error. or changed du.rlr"lt constructior:., Ult pendtt.e• 1nould cont.act \.he City of Ca.rlabal! for r e view a.nd approvU. □ &u.ildinc pla..n■ ar• aubat.a.nt1ally c:orr,ct and co:1pl•t.c· D VB ( by , ______________ dat..e , ________ _ bu.ildini pla.n■ •ou..ld be eu'b•U...""lt.1a lly correct and coa.pleu J ai nor corrwc'Uona are ••O•, (b11 ______________ c a t..e , ________ _ !n.Llldi.n& plans r•quire ••Jor corr ection• and complete p}a.n r•c.h•ck la r-equired, " (by, ;:r: M 6::1 \ 'i 6 I GvV\ dH•• 1 \ l (., I 2, l j Jth.r·• pla.n• •ould ba aubat..ant1Uly correct and cosc:pleu 1:-a1nor C0:T• ar t ca.de. t.hf" o..-ner or uu own,r'• au\J'iorll.•d •r•nt ■hall a i m belo"' con1lra \.h• corr•c\l.on• a.re un<h ·rat..ood a.nd will bt ••d• on al.l pla .. :u 1 t or t.ht pro.)ect . ,r ---...,-,.----------µ O r I~ w o'2. ~ o'l ~,.)/\_ " Ou... l\,11.::.: ;. 1:" Q ~ rnv ,:, ,' ~L.5e,f\D Prepared by, ~--~ :;_ ~ ':,. r-. S G, l sh \ a,,n O ~s p:il ?LA:l CHECK NO. 8(-2, S"'°O --- 3UILDit<G ADDRESS y'\' \ 2. -1-i, C.l>STI) ~ov1 ~-\..Jq 2±_l_ _____ ~ APPLICANT/CONTACT 67.,l\3 C-0,v..:f •Co, :i:Ot <:: f\C . 438 1'5"'78 ~ EUTLDINC OCCUPANC't __ fZ · ~, fV\ D~~:,"!(;N~P. P:!ONE ~ TYPE Or COrlSTRUCTION _..:!._ -N____ CC'!IT~ACTOR ?HO~iE ? E'i.J ILDINC PORTION BUILDING ARE,\ ·V,\LUATTON '/ALU S I r:. u LT r ~LT E:~ L1v1rvCd 3 S""S-~ 4--<>~ ~ 4"l.. 1--t+-0 l (' ~'1--0--tl .{) 7 Co 8 J O .:;::.. '1 1tDBO ~e:Jv' ----· (., .~-v I -l 7 1 ln 4 u s4 I ' I . ~-------- \ ·-r----------,__ ---I I -------------r---·---·--r-__________ 1 _________ ! -----J ----------r--------I -I ----··---l-·--I ------l -i --I ' I ---1 . I I A l :-ConditioninH: -1 -·-Corr.:ncrc1nl I I ....._ I r.esidentl.al ~-i t· e Sorinklers ·--- Tot:1.l Value l r;s4-S'14- I Pu i ld in,• rcrm it ~-·e c P l a n C h c c k !·' e c C ('Y.','1 =.--:;TS: _ --------------------- ---·----------- ------··· ---·--·-····------·-· ---·-·····--··•------·-----·------···-·-·--· -·••--·· ---------- INTERDEPARTMENTAL INFORMATION SHEET ... BUIL:!)'iNG DEPARTMENT DA~ -~ILDING ADDRESS: ,2,f/frf ~Ca..;z;,,,. Clt~l,tg ~c..,L tJ;._ / ,., ~ WNnr PLANNING DEPARTMENT a a A 1 a e1 a z.• ZONE ~\ ~ LOT SIZE I)/--LOT WIDTH_.,_d(.7,c.._ _____ _ UNITS ALLOWED ___ _,_ _______ UNITS PROVIDED ___________ _ -PARKING SPACES REQUIRED ,Z,,. PROVIDED. _ __:~'-'---------- % COVERAGE ALLOWED __ _;__tf.~~~Y.c.:..__--,-..,...,,.. ____ PROVIDED -~oK'-"'""='-------- . )lUILDING HEIGHT ALLOWED :j:6"-f'( PROVIDED _ _.0'--lk'..._ ______ _ OK TO ISSUE: ENGINEERING DEPARTMENT Jr]) R.O.W. _____ INDUSTRI WASTE ______ IMPROVEMENTS _____ _...w-=-: SEWER CONNECTION -----,f-+---,,;-•·IVEWAY LOCATIONS __________ _ GRADING PERMIT --'~~~~:::1~ -,.-.,------.~---"""TDRAINAGE ____ _ LEGAL DESCRI __ _._. L FIRE DEPARTMENT SPRINKLING SYSTEM ___________ FIRE PROTECTION EQUIP. ______ _ FIRE ALARMS EXITS ______________ _ FIRE HYDRANTS LOCATION _________________ , ADDITIONAL COMMENTS----------------------------:-• OK TO ISSUE: _____ DATE _______ OK •TO FINAL ______ DATE ____ _ ) WATER DEPARTMENT '' ~EQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE _______ _ • SAN DIEGUITO ENGINEERING, INC. John B. Fox · P.E. CIVIL ENGINEERING SURVEYING SOIL TESTING Stephen 0. OiUemuth -P.E. James A. Laret -P.E. SDE 2262 17 August 1981 James Elmore 2467 Unicornio Street La Costa, CA 92008 AVENIDA DE ACACIAS . P.O. BOX 2004 RANCHO SANTA FE, CA 92067 756-3064 SUBJECT: Report of Compaction Tests, Proposed Residential Site, ~a Costa Boulevard, La Costa, California Dear·Mr. Elmore: In accordance with your request, we have performed compaction tests on the compacted fills placed on the subject site located on Lot 12, La Costa South, Unit 1, La Costa, California. The tests were per- formed from August 10 to August 13, 1981, during the grading opera- tion. The results of the tests and our findings are presented in this report. Site grading consisted of both cut and fill operations required to construct a flat rad area for the proposed residential structure. The configuration of the graded site is shown on the attached Plate No. 1. Prior to the placement of any fill, the a.reas to receive fill were cleared of vegetation and debris. Loose surficial soils were scar- ified a minimum depth of six inches, moistened and recompacted. The fill materials, consisting of brown silty clay native to th~ site, were moistened, placed in six to eight inch lifts and com- pacted to a minimum of 90% of the maximum dry density as evidenced by the field in-place density tests performed at the locations in- dicated on the attached Plate No. 1. ----q--------···- SDE 2262 August 17, 1981 Page Two Compaction was achieved with heavy construction equipment. Field density tests were performed according to A.S.T.M. Tests Method D-1556-64. Moisture content determinations were made for each of the density tests. The results of the tests are presented on the attached Plate No. 2. A maximum cry density determination was made on representative soils used in the compacted fill. The test was performed according to A.S.T.M. Test Method D-1557-70. The results of the tes~ are pre- sented on Plate No. 2. Structures that will not tolerate differential settlements such as foundations, concrete decks, swimming pools, walls, etc., should not be located within 5 feet of the top edge of a slope. Foundations located outside the 5 feet slope setback should be extened in depth such that the bottom outside edoe of the footing is a minimum hori- zontal distance of 5 feet from the slope face. The expansion potential of a sample of representative soils used in the compacted fills placed on the site was determined by allowing the material, remolded to 90% of its maximum dry density, to swell against a surcharge of 150 psf when brought into contact with water. The expansion of tr.e sampl9 from the air-drv to saturated conditions indicates the soils are hicrhlv expansive. The following provisions are recommended for the design of foundations and slabs for the pro- posed structure in order to reduce the probability of structural damage due to expansive so L1 conditions. POOTINGS Jill footings for the propo,;ed structure should be founded a mini.num depth of 24 inches below lowest adjacent finish grade. Footing ,Jidths should be determined in accordance with current building code design criteria and should be a minimum cf 12 inches. SDE 2262 l\Uyusl 17, 1'!8.l Both exterior and interior continuous footings for the structure should be reinforced with 2 No. 4 bars positioned J inches clear above the bottom of the footings and 2 No. 4 bars positioned 1 1/2 inch clear below finish floor. SLABS Interior slabs should be a minimum of 6 inches in thick:1•9SS, under- lain by a Cinch blanket of 1/4" gravel covere~ by a 6 mil. plas- tic moisture barrier overlain by 2''. .. ,of clean sand and completely surrounded by a continuous footing. The slabs should be reinforced with 6'' x 6'' 6/6 welded wire n,esh oositioned at the center of the slab cross-section. Exterior slabs should he a minlmum of 6 inches in thickne~s. Walks or f; li1bs 5 feet or less in wicl th need not he reinforced. Those exceedinq 5 feet in width should be reinforced with 6" x 6" 6/6 welded wire mesh posit.ionc.,d cit Lhc center of the slab cross-section. Wc,ctkencd planL' joi•">ls shou J d be' µrovided for all exterior slabs. '!'he above recommenoations are intended lo minimiz,9 the potential tor damaqe to the structure frorn c,xpansive soil •:onditions. pite these pn,caut'.ons, so!l1e cr.1ckinq of slabs may occur when t)laced on hitJhlv c:cr1ar1siv0 t;oils. MOISTURE CONTROL Des- Clayev soils should not: JJ,, dJ luwc·d to dry before placement of con- crcte thereon. '.1.'hcv !:>hou]cJ De ~-;prj_nkled if necefisary to insure thut the soils t.1re kept in a 111uist lo v1et condition (3<6 minimum L.J.bOVd the optimum r11(Ji . .:..:.turt..: conLl~nt). Provisions for dra..i1Linc1 w...1 _.f~r d\✓<.1y frum thP proposed foundations• ,1i1d concrete fl,1twork should ll<' incluclc:d in the development of the .~.itce. Dr·c1ir1dqc, Cfrc1di'"'"L,; ,sriou Id l,e at least 2 percent. Prior to r,J,1rc.•111,•r1t. ,·./. c·,•,1·1,.·1·,.1.,·,, t·li, · 1 ) J, l · , c s 1. _-L! s H)U .. u )e 1.nspected bv u 1·,_,rirc!sentat.ive of tlii::.; off.L<'l' l,l (~'-.·.,·1 .. ,1,.·t 1·~11 tl 1th d · ~ •· 1 .. : ·· e recornmon a tions SDE 2262 August 17, 1981 Page Four If there are any questions regarding this report, please do not hesitate to contact this office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, SAN DIEGUITO ENGINEERING, INC. JBF'/PH/mm .' I :;_,_;~, ·, > ' ' ..... -~- r I .• L ____ _ r / ' ----·---- . } J)._'.j_' _____ _ / 100 . ------------ LA <::.O:C,TA AVL --.. --· .• --· ·•-------- .. -90 / N I l''.., 30' 0 1 ~ < (J .J w -~ \ \ '--(,O OWNER -------- ALBER, WALDEN 2<o0'7 PIR\NEOS WAY APT 203 l?, CARL$8AQ, CA. 9200 LEGAL I..OT i;;;, LA CO~TA S>0UTI-\ \.J.NIT '14-\ Pi,EPAREO e,y_ -. SAN D1Ec,u,,o ENG\'-. PO 60X 200't RANCl--10 '5AN,A Fi;.' C.A q;.?_QG:,7 LE.Cl ND ~---· ~ 1 TEST LOCATION I VIC IN IT.;:,. _tJ\ A.P NOT TO SCALI'!:. • LA C.Q~',TA COUN\R',' C.U,JI:::$ N EST DATE OF ::'.) TI:ST L0CATIOI-:: - 1 8/10/81 See Plate 1 2 8/10/81 See Plate 1 3 8/11/81 See Plate 1 4 8/11/81 See Plate 1 5 8/12/81 See Plate 1 6 8/12/81 See Plate 1 7 8/12/81 See Plate 1 8 8/13/81 See Plate 1 SOIL TYPE DESCRIPTION 1 Dark Brown Silty Clay SUM1lARY OF FIELD IN-PLACE DENSITY TEST RESULTS ELEVATION MOISTURE DRY UNIT SOIL RELATIVE OF TEST CONTEl\T (%) WT ( lbs/ft3 ) TYPE COMPACTION (%) RE!lARKS 66' 16.3 99.9 1 87.3 Failure 66' 12.4 103.3 1 90. 3 Retest #1 -68' 17.6 108.8 1 95.1 69' 15.5 103.3 1 90.8 71' 20.5 95.9 1 83.9 Failure 71' 17.6 98.6 1 86,2 Retest #5 Failure 71' 16.7 102.3 1 90.0 Retest #6 73' 15;4 103.0 1 90.1 LABORATORY STANDARDS OPTIHUH :MOISTURE CONTENT(%) 15.7 M.~XIMUM DRY DENSITY (l.b&;,(#~) 114.4 SDE 2262 PLATE NO. 2 SAN DIEGUITO ENGINEERING, INC. John B. Fox • P.E. Stephen 0. Dillemuth -P.E. James A. Laret -P.E. SOE 2262 June 22, 1981 Mr. James Elmore 2467 Unicornio Street La Costa, CA 92008 AVENIDA DE ACACIAS P.O. BOX 2004 RANCHO SANTA FE, CA 92067 756-3064 CIVIL ENGINEERING SURVEYING SOIL TESTING SUBJECT: Preliminary Soil Investigation at Lot 12, La Costa South Unit #1, located on La Costa Blvd., in La Costa, California. Dear Mr. Elmore: In accordance with your request, this office has performed a Preliminary Soil Investigation at the subject site to provide recommendations per- tinent to the proposed development. The scope of our work included: 1. Reconnaissance of the site and adjoining areas. 2. Review of pertinent, published and unpublished soil information. 3. Limited subsurface exploration. 4. Limited laboratory testing. 5. Engineering analysis. 6. Preparation of this report. PROPOSED DEVELOPMENT The proposed development is understood to comprise of a cut-fill operation to create a pad suitable for construction of a wood frame/stucco single family residence. Loads are anticipated to be typical for this type of construction. Cut and fill slopes to maximum heights of:!:: 10' are understood to be constructed at 2:1 (horizontal to vertical) ratio. SDE 2262 June 22, 1981 Page Two SITE DESCRIPTION The subject Lot 12 of La Costa South Unit #1 is a flag lot located North of La Costa Blvd., in La Costa, California. The site slopes Northerly towards the La Costa Country Club Golf Course, with topo- graphic relief of approximately 20 feet within the parcel boundaries. An existing unpaved driveway leads to the property from La Costa Blvd. SUBSURFACE EXPLORATION Subsurface exploration consisted of examination of soils in 3 trenches excavated with a tractor mounted backhoe to a maximum depth of 14 feet. Approximate locations of trenches are plotted on attached Plate 1. Soils were visually classified in accordance with unified soil cla.ss- ification system, detailed logs of the trenches were recorded and are presented as Plates 2, 3 and 4. LABORATORY AND FIELD TESTING Laboratory and field testing consisted of: 1. Determination of field dry densities and moisture contents. 2. Direct shear tests. 3. Expansion potential. 4. Maximum density and optimum moisture content. 1) Field dry density determinations were made on representative foundation soils using chunk samples. The results of the tests per- formed in accordance with accepted engineering practice are as follows: SOE 2262 June 22, 1981 Page Three FIELD DRY FIELD MOISTURE SAMPLE LOCATION DENSITY (pcf) CONTENT (%) T-1 @ 1/2'-2 1/2' 112 15.3 T-1 @ 2 1/2'-5' 104 14.0 T-1 @ 5'-6' 112 14.7 T-1 @ 6'-8' 102 12.9 T-2 @ 0-2' 102 18.8 T-2 @ 5'-7' 97 19.2 T-3 @ 2'-4' 94 17.3 T-3 @ 4 1 -8 I 95 21. 0 T-3 @ 10'-14' 103 24.0 2) A direct shear test was performed on representative samples of the proposed foundation soils, remolded to the natural conditions. The results of the test performed in general accordance with accepted engineering practice are as follows, and are also plotted in Plate 5. DENSITY CONDITION Remolded to average field density and moi9ture content. ANGLE OF INTERNAL FRICTION /J 20° APPARENT COHESION C (psf) 500 psf 3) The expansion potential of representative soils from the site was determined by allowing the material, remolded to field conditions to swell against a surcharge of 150 psf when brought into contact with water. The results of the expansion test performed in accordance with accepted engineering practice are summarized below: SAMPLE CONDITION Remolded to 90% of maximum density and optimum moisture content ( same as above) DESCRIPTION clayey silt s2.nd silty clay % SWELL 3.8% 11.6% SDE 2262 June 22, 1981 Page Four 4) Maximum density and optimum moisture content of representative samples of on-site soils was determined in accordance with A.S.T.M. D-1557-70 test standard, the results are summarized below: SOIL DESCRIPTION Light brown silty sandy clay SOIL CONDITIONS MAXIMUM DENSITY (pcf) 114.4 OPTIMUM MOISTURE 15.7% The site in general is mantled by loose dark brown slightly silty clay topsoil to depths ranging from 2 feet to 4 feet. Depths of topsoil mantle may vary at different locations at the site. The topsoil is underlain by red brown, moderately dense to dense clayey sands to sandy clays. The soil profile varies somewhat, the upper portions are underlain by more clayey soils whereas the sand content increases towards the lower portions of the lot. CONCLUSIONS AND RECOMMENDATIONS Based on the laboratory testing and evaluation of site conditions from a soils engineering standpoint, the site is considered suitable for the proposed development provided the following recommendations are in- corporated in the design and construction of the project. COMPRESSIBLE SOILS Adverse soil conditions exist at the site in the form of compressible soils. The topsoil mantle was found to be loose and will be subject to consolidation with application of surcharge loads. It is therefore recommended that all loose soils shall be removed and recompacted to SDE 2262 June 22, 1981 Page Five minimum 90% of maximum density at near optimum moisture content prior to placement of additional fill. All fill placement shall be in accordance with the attached grading specifications, and in conformance of the grading ordinance of the regulatory agency having jurisdiction. Depths of removal and re- compaction will vary at different locations, and should be verified by the soils engineer at the time of grading. CUT-FILL INTERFACE Soil conditions shall be verified by the soil engineer at finish or near finish grade, if necessary, cut portions may have to be over excavated a minimum depth of 4 feet and replaced as compacted fill, in order to minimize the likelihood of differential settlements between the cut and fill portions. FOUNDATIONS The proposed structures may be supported on conventional continuous or isolated spread footings, founded minimun 24" bE!low lowest adjacent grade, into compacted fill or competent soils. The footings shall be at least 12" wide. Footings placed as reco!'1IDended may be designed for an allowable soil bearing pressure of 1500 psf. An allowable lateral bearing pressure of 200 psf PE!r foot of depth may be assumed provided footings are poured tight surrounding firm soils or competent bedrock. A coefficient of friction of 0 .. 20 may be assumed for sliding between concrete and underlying soils. Lateral bearing may be increased by 1/3 for short durations of wind and seismic forces. Minimum foundation reinforcement shall consist of 2 #4 bars placed at the top, and 2 #4 bars at the bottom of continuous footings in order to minimize the detrimental effects of local soil irregularities and possible soil expansion. SDE 2262 June 22, 1981 Page Six SLABS Slabs on grade supported on moderately expansive soils may be reinforced with 6 x 6 -6/6 welded wire mesh, slabs shall be minimum 6" thick. Slabs should be underlain by a minimum 4 inch layer of 1/4" crushed rock or gravel base. A 6 mil thick plastic or vinyl moisture barrier, overlain by 2 inches of clean sand should be provided over the base material to prevent upward capillary movement of soil moisture. Pad soils should be premoistened prior to placement of moisture barrier or concrete. Minor cracking of the slabs on expansive soils may still be anticipated. The above foundation and slab designs should be considered preliminary and should be verified after grading operations are completed. Foundation Setback It is recommended that the following setbacks shall be observed for building structures from the top edge of the slopes. Slope Height (Vertical) 10' or less Exceeding 10' Minimum Setback 5' 10' Buildings may be placed closer to slopes than the minimum setbacks recommended provided footings in those areas are deepened such that the horizontal distance between the lower outer edge of the footing and the face of the slope meets the prescribed minimum setbacks. RETAINING WALLS Retaining walls, (unrestrained) at the top, retaining level backfill, may be designed for an equivalent fluid pressure of 35 pcf. SDE 2262 June 22, 1981 Page Seven Restrained retaining walls may be designed for an EFP of 60 pcf. Unrestrained retaining walls retaining 2:1 backfill may be designed for an EFP of 45 pcf. The above values assume compacted backfill, comprising free draining sandy soils. If conditions are otherwise, this office should be notified as to present revised recommendations. Temporary cut for retaining walls should not be made steeper than 1:1 (horizontal to vertical ratio). Any surcharge loads affecting the walls should also be added to the above values. Adequate drainage should be provided behind the retaining walls. DRAINAGE The site should be provided with positive drainage. The surrounding topography should slope away from the building areas at a minimum gradient of 3% to a suitable point of discharge. In no case should water be allowed to pond at or near the building areas or be allowed to drain over the slopes in an uncontrolled manner. Drainage swales having a minimum gradient of 2% should be provided at the site wherever required and should be designed by a registered civil engineer. INSPECTION All footing excavations should be inspected by the soil engineer prior to placement of steel or pouring of concrete. SDE 2262 June 22, 1981 Page Eight LIMITATIONS AND UNIFORMITY OF CONDITIONS The recommendations of this report pertain only to the site invest- igated and are based upon the assumption that the soil conditions do not deviate from those observed in the test pits. If any vari- ations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, San Dieguito Engineering Incorpornted should be notified so that supplemental recommendations can be given. This report is issued with the understanding that it is the re- sponsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the architect and engineer for the project and in- corporated into the plans, and that the necessary steps are taken to see that the contractor and subcontractors carry out such recommend- ations in the field. The findings of this report are valid as of the present date. However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or 1:he works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur, whether they result from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. If you have any questions regarding this report, please do not hesitate to contact this office. SDE 2262 June 22, 1981 Page Nine This opportunity to be of service is sincerely appreciated. Respectfully submitted, SAN DIEGUITO ENGINEERING, INC., ~ NB. FOX, RCE 26525 cc: (4) submitted PLoT ?LF\N ___ ... -----· _ __.----·-·· r ' ..... -.-.... ---, __ J ......... -- LA COSTA AVE: I I LE§:GNO: S Tf;Si LOcAT\Ot-.1 RECOMMENDED GRADING SPECIFICATION -GENERAL PROVISIONS GENERAL INTENT: The intent of these specifications is to establish pro- cedures for clearing, compacting natural ground, preparing areas to be filled and placing and compacting fill soil to the lines and grades shown on the accepted plans. The recorrm1endations contained in the preliminary soil invest- igation rep0rt and/or the attached special provieions are a part of the recommended grading specifica:ions and shall supersede the provisions contained hereinafter in the case of conflict. 1NSl'T:C'f10N i\tW TESTING A qualified soil engineer shall be employed to observe and test Lile earthwork in accordance with these specificatior.s. le will be necessary Lh.,t cite soil engineer or his repre- sentative provide adequate observations so that he may provide a rne1,1orc1ndum tl1ut Lhe work was or was not accom- plisl,ed as specified. It slwll be the responsibility of the contractor to assist the soil engineer and to keep him appn1ised of ,Jork schedules, changes and new information and data so that he may provide tl1e memorandum to the owner and proper county authorities, us required. If, in the opinion of the soil engineer, substancard con- ditions are encountereJ, such as questionable soil,' poor moisture control, inadc-quate compaction, adverse weather, et'-'., lie will be en1powered Lo either stop construction until tlw conditions are remedied or correcteJ or recommend rejection of tile 1,ork. Soi I tests used Lo detenuL1e the degree of compaction will be performeJ in accorJance with the following American Society for TesLin;; and Marerlals test methoJs: Maxi11u.:m1 Dry Density and Optimum Content. A.S.T.M. D-1557-70 Density of Soil In-Place A.~.T.M. D-1556-64 PRE~ARATION OF AREAS TO RECEIVE FILL: All vegetation, brush and debris shall be removed, piled and burned or otherwise disposed of. ~fter clearing, the natural ground shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted and tested for the minimum density specified in the special provisions or the recommendations contained in the preliminary soil investi- gation report. When the slope of the natural ground receiving fill exceeds 20% (5 horizontal to 1 vertical), the original ground shall be stepped or benched as shown on the attached Plate A. Benches shall be cut to a firm competent soil condition. The lower bench shall be at least 10 feet wide and all other benches at least 6 feet wide. Ground slopes flatter than 20% shall be benched when considered necessary by the soil engineer. FILL MATERIAL: Materials placed in the fill shall be approved by the soil engineer and shall be free of vegetable matter and other deleterious substances. Granular soil shall contain suffic- ient fine material to fill the voids. The difinition and disposition of oversized rocks, expansive and/or detrimental soils are covered in the special provisions. Expansive soils, soils of poor graduation or strength characteristics may be tho:i;-oughly mixed with other soils to provide satis- factory fill material, but only wi~h the explicit consent of the soil engineer. PLACING AND COMPACTION OF FILL: Approved material shall be placed in areas prepared to receive fill in layers not to exceed six inches i~ compacted thickness. Each layer shall have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction to a minimum specified density with adequately sized equipment, either specifically designed for soil compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in either the special provisions or the recommendations contained in the prelimin- ary soil investigation report. Field tests and inspection to check the degree of compaction of the fill will be taken by the soil engineer or his representative. The location and frequency of the tests shall be at the soil engineer's discretion. In general, the density tests will be made at an interval not exceeding two feet in vertical rise and/or 500 cubic yards of f•mbankment. SEASON LIMITS: Fill shall not be placed during unfavorab~e weather con- ditions. When work is interrupted by heavy rain, filling operations shell l not be resumed until the proper moisture conc,,nt and d1..m,;ity of the fill has been achieved. Damage resulting from weather shall be repaired before acceptance of work. UNFORSEEN CONDITION: In the event that conditions are encountered during the site preparation and construction that were not encountered during the preliminary soil investigation, San Dieguito Engineering, Inc., assumes no responsibility for conditions encountered which differ from those conditions found and described in the prel inir.1ary soil investigatior.. :report. SPRCIAL PROVISIONS The mininmrn degree of compaction of compaction to be ob- tained in co111pacting natural ground and in the compacted fill shall be 90 percent of the maximum dry density obtained in the laboratory, A.S.T.M. D-1557-70. Detcimentally expansive soil is defined as soil which will swell more than 3 percent of the original sample thickness. The expansive potential is determined by allowing the mat- erial, remolded to 90o/., of its maximum dry density, to swell against a nird1arge of 150 psf when brought into contact with water. the expansion of the sample is determined by measuring tl1e swel 1 from air-dry to saturated conditions. Oversized fill material is defined as rocks or lumps over • six inches in diarnetec. At least •+O percent of the fill soil shall pdc;,; t.hrougl1 a No. 4 U.S. Standard S:i_eve. -·---.. ···------ RECOMMENDATIONS FOR FILLING ON SLOP! NG GROUND ···---------------------------------' ,/ / I I \ \ / Existing Ground Surface / Zone of Loose · Surface Soil 1,0 Compacted Fill Toe Key 2 ft. Min. Into. Firm GroLtnd •. ---'I'.' . ,..,· ✓ -.~✓-I rt -__ / ' i 1 ' I I \ \ '.l'oe Key -\/Hdtl> 'J'o Be Determined ):ly cioil Er.;•,ineer, But Not Les~ Thun 10 feut i' \ \ ' ,...___ Horizontal Benches Into Firm Ground, 6 Feet Minimwn SCHEMA TIC ONLY N0'.11 :10 SCALE I §~N DIE GL_-J -I T-O--E-N-G-f7-.-I-N_C_. ---,---P-L_A_T_E--A-l .. --------- LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SFl,FR SFRVTC:f' 01mer' s Name Tho Ewe Ping Phone N::1. 495-4557 '! • .,,_ ;: 495-4058 Mailing Address 29602-l/ista Plaza. Ori'/€ :?t.J:;,s ,,;,-,tut.cci, r 0 , .. EWER PERMIT ISSUED UPON -l~~+-r:et< 9261'7 /:l , I •. t, . ,( l;.1< .\ RECEIPT OF BUILDING PERMIT. · •1/f/il I a £fl£ta_fuL.e,_.rn..,,e ____ _ Tract Description: _ 1~ 12, South BUILDING PERMIT MUST BE A • p 1 11 --l-UL._lL.....,lJJW.ll-'U-------APPLl!'D FOR s'!C1 · .-2]---BO · Service Address: ssessor s arce o. _ _,_2_,_1"'6-=..,l.,,6..,Q.=--u---------- Type of Building_ single family No. Units __J_ Connection Fee $5nn an Lateral Size: 4" 611 8'1 Saddle Easement Connection (pre-pd 200.00) Extra Footage: __ @ $ ___ ·Extra Depth: __ @ $ __ 4QQ an Amount Rec'd $400 oo Ck. No/Cash *\005 Date 9{26(79 Rec'd By S. Wi liamson Lateral Fee Prorated Sewer Service Fee Toia 1 $500, oo The application must be signed by the owner (or his authorized ~epresentative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in' the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree·~ (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the appli.cant at his expense. The connection must be made in conformity with the District's~ecifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually conrnences on a different date. For succeeding fiscal years, the sewer service fee will be colletted on the tax roll in the same manner as property taxes. ed hereby agrees that the above information given is correct and agrees i ·ons as stated. \1.\5:".? Account No . ... ..,.,, ,. Leucadia County, Water District, P. O. Box 2397, Leucadia, Calif.92024, U. ,s. A. Dear Sirs, March 18, 1981 Re:Sewer Permit on Lot 12 of La Costa South Unit Number 1. We wish to inform you that we have sold out the above land to the new buyer Albert Walden and Bertha Walden. We shall be most grateful if you will kindly transfer the Sewer Permit to the said buyers. Your kind attention and cooperation will be much appreciated. " -: . '. ~-• ,t•( •:;::;;;,;'.~•.'.;:,;;,::i!H;;:::;,~~;!i;;:;;j,,;,,£;1:,i1, ···.;;;~.~i -·~-'il.-J Yours faithfully, / -~ l1_r{;7' .. R/4 ~:r-«" d-7. ;:iJ2J0 Tho Hur,;g' Mei Lin .,