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Home My WebLink About2561 NAVARRA DR; ; 80-953-D; PermitApplication for Grading Permit PE NO ..... ' _,._; ...L-. __ CITY OF CARLSBAD ENGINEERING DEPARTMENT 1200 Elm Avenue Building Permit Plan Check No. _____ _ Site Address . NV\,/A\;''(,.-,,- Legal D L;t> OWner 438·5541 Bondi TII'/~ 11') by ow,...r~r:: ~~~r~~,~ t. \ (.\ B '" ~ \.It.. 1-".r\ "" (L (..:J 1. \J', The following documents are required and shall become a part 1--'-----------+----------' ____ -II, of the grading permit when they are approved. '1 A, R.C.E·"L -l.. \ j ~ ~'. Grading plans Specifications )(. ~ .J '" -' J' • .J (. • I----,-::=--..:..;:,;..--'~-'-----------::-:---~---.-;-;---;; ..... -:-;-II Soil report __ Geologic Report 4-t.1~ b u.. t\ 1>-< n ~. 1>J4 S .{L >,," Drainage structures -'-. Other Compaction report Soil Engine~r ) Phone _ f' f, ; t (3 /~ ..... \ (h 1 \.. S (, ,) -I !·f .. f \ Address )} 10 Sf ' Phone L::J -, :.' \.. I I .J 1. SPECIAL CONDITIONS WHICH ARE MADE A PART OFTHIS PERMIT Authorized ho'urs of operation: 7:00 AM to S,unset, Monday· 'Friday. responsible f9r over," supervisiqn t ~--'-~_A-ff __ --t-J-~-.~-~~.·u-~-~-v-.-~~l,--·-·~'~------------I! 2. Proposed use of grade sit~ l Haul routes are to be approved by City Engineer. 1. \.. \.',...,... •. ( L.. .... ,.. .. ' Number of cubic yards Cut Fill Proposed Schedule of Operations (dates) Import Sta p. Waste 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 3. 4 . Adequate provisions shall be made fbi' !!I'osion and siltation control. All slopes shall be planted per Olty Code. . 5. All fills to be compacted to at least 90% of optimum density unless noted otherwise. Under City Code Sec. 11.06 170 this grading Is: o REGULAR GRADING· City inspector will make Inspections , I' , I, , I 'j this application. f: 11.1 />' I! listed below. . Signature of Permittee i IJl... /11')/ k.~ OWner or authorized agent ____________ ~ o CONTROLLED GRADING· Private grading 'engineer shall observe work, coordinate tests, make reports. 1---~-----~---____________ llnltiai· site prep. ENVIRONMENTAL CLEARANCE· 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 -., ". " .. ', Rudy L. Turner Roofing, Inc. 1370 L~ Mirad~ Dr. P.O. Box 135P, San Marcos, CA 92069 Dear Sirs: (714) 744-3971 September 17; 1981 San Marcos, Ca. A final agreement has been made with Turner Roofing, American Hea,ting, R.W. Const. (Bob watson) ,; and CartpY' D~rnell (Building inspector) concerning the closeness Lie. #358807 of the roofing felt and plyw,ood ne~t to the heater v~nts. One (1") was the agreement made for a double wall B-vent. ~ :\.. ---, /Sincerel;y, /7' ".' . · dZ~ r!1!r!uZf4N( .. ~ ~---- Jamie Cleveland . Sales Representative c L'€:-~~~IC. ,',fY) I, (,J-r,,-fJ.-;! C(j CA<i ,. .... I ~ Ar'cc' 0 t2..~A+J CC- ~ -DEVELOPMENTAL SERVICES 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 o Assistant City Manager (714) 438-5596 a§ Building Department (714) 438-5525 o Engineering Department (714) 438-5541 [j Housing & Redevelopment Department ' (714) 438-5611 ' , OPlannln; Department ,.' (714) 43&6691 , , , , .. " :'" 'i":,~, Sep,tember 21,. 1981 ",:';'~"':;;:):,::~X~,',', ' ':':';:, ',' ;' '" '" ,,-',,;: ~-'·:".'/··Mr.: Jami eel e'v'e 1 and : ·'.,~·,";l370 La Mirada Drive :, ,": . .',P e' O. Box 13,50' .' San Marcos "California (92069), .. ' 1! Dear' Mr. C 1 eve 1 and: ClCitp of ,ClCarl~bab ,-",""~erence to~your1etter of September 17, 1981, in- ion as stated by Carter Dar~e11 'was as follOws: may be in accorda,nce wi'th 'the vent, system, ~~-~~~~~~ ____ cJ1_ ~~~~~ __ _ CARTER DARNELL C'O/9 1 cc: Rabert Watson ' America~ Heating Co. '.:.. ~. ;~ '....i,. • . :-. " .. ::./ q" ; " . '. ',' ~. 'ALPHA LABORATORI,ES, INC • .. ~,' SOIL & FOUNDATION ~ ENGINEERING & CONSULTATION 7895 CONVOY COURT SAN DIEGO • .CALIFORNiA 92;111 .. (714) 292·0660 LETTER OF TRANSMITTAL Date: May 20, 1981 To: , Krikori an Ent~rpri ses 2850 ,pioeico. Suite Carlsbad, CA 92008 Job, No :~2~9.::.0~4 _____ --.:._---,-,..,..-__ _ Project:., Fah'"wa¥ .50u,th Condominlum Project, Nayarr;qDdve"La Costa, Ca 1 i forqia Attention:_~ __ ----,,---_~_~--,"~ ____ --,-_'-,-_______ ",- Gentlemen: We are sendin~ ,~ herewith o per your request o __ ~ _____ ~. soil reports o Plot Plarts Duhder separ~te cover o per the request of;...· __ ,.--,-~,,--__ _ o Calcuiations o 'Proposals o Correspondence [j Contr9ct Documents· ,Resu'lts of mq,i?ture tests .p~.rfor.~d on e,~pansi.ve -so.ils at the sub ject pro jeCt( FOR YOUR: 0 Review 0 File 0 Approval ex l)se 0 Distribution 'CX Information d Signature b REMARKS: . 00 By Mail o By MesSenger BY: --+--t~'IIu~)~~'~~-----. (3') submitted CC: __ ~ ____ ~ ____ ~ __ ~ __ ~ __ ~ __ ~_ C. H. Wood" RCE lQ778 ." L9cation Lpt~ 36-38 W~ 'Lot$, ~7-2' -) bp.ts· 39-35 ~. ,} T.' ~ • , l,.ots. Z9-30 E. Stenwall \ : SteJJWalJ SteITW~l t .. , , FA.I RWAY SOUTH CONDOMI NI UM PROJECT NAVARRA DRI'VE, LA COSTA, CAL!FORNIA Moisture Content .. in Expans ive Soi 1s , . % Mo.isture 27.3 14.0 14.8 27·3 " Optimum Moisture.Content 16.3 10.3 " Lot.~ 23,' ~~, .. 25 W. St~~~.11: " :lQ.3 ' 10.3 16.3 10.-3 10.3 16.3 10.3 lO.3 16·3 10.3 16.3 16.3 16.3 10.3 10.3 16.-3 16.~ 16.3 10.3 16.3 16·3 .,-. Lot 35 W. ,St~11Wall , " '. " i ~ , . " :' " . . . !II l.ots 23~26 W.· StenwaU'·.· E ". ';~ Lot~ ·~1."35 ~ .•. S:t~nw~11 j, .-, .... LQ,t ~ 21 E ~ S ·~~1IW~11. I {. ij ., .. ., Lot~ 27-3Q Grade Seam ~. • : t J "~' . ~ Lo t 30 .' G ra.de ~eam. 8 1'0 ..J A Lot 27 Grad,e Beam ' . ","ots 2~r26 Grade Beam ~ I'-ots 3l-3.5 N. Stenwa,ll., ~ r-:o.t 38 N. $tenwall ~ Lot~ 18-2~ ~. St:enwall '-~ L.ots 15-17 $~St;ellWall 1'0 z .~ots 18-22 E. StemwalJ .. t ~ot 14 W. Stenwall G) . .., e 4. ots.28-3.0 .G~r~~e $Jab Eat 15 W. Stenwall. o t l4 N;. Re fa r n i n9 YJa n . 16~2 21 ~2 15;3 , 14.4 :25~0 , " '., : 14~4 , '. l1~3 21.5 23.Q 15.2 14.7 21.7 2)·9 22.0 '15.9 24.3; 20.9 Date '- 04-07-81 04-07:-S1 04-13-81 04-14-al p4-16-'Sl 04-16-81 04-17-81 04-17-81 04-11-81 04-17-81 04-22-81 P4":'22:.81 04-28-81 04-28-81 04;"28-81 04-28-81 Q4.,28-81 04-29-81 04-30-81 04-3Q-81 04-30-81 04-30-81 tL.~~~--~--~~~~------·~··~~------~··------~~~~~::::~--1 ~ ·JOtlNU~QeR.;.··' ." r:;, ALPHA LAaORAT~RIES, INC. PLATE NUMBER: fL"~~.-2;9.0~·~~ ____ ~~l·!~=cr;::;". __ ~SO~I:L~&~~:O~~N~'O~.:A~:T~.~~~;N~:_EN~G_I~N~~_ER_I_N_G __ ~~ _______ l ______ --~ rA \. • FAIRWAY SOUTH CONDOMINIUM PROJECT (CONTINUED) , .J' . Location Lots 29-30 Slab Area Lots 36-38 Slab Area . Lots 31-35 Grade Beam Lot 35 W.·Stef!W~Jl Lqt 31 E ~ stelllfla 11 , , L9t'~3:39 Garage Ar~~ . . .' , Lpts 23-Z6, Grag~ Be~m. lots 11 ... ·1~ S. St~llPIJall ~9ts 27-28 S lag. Area I,.ots 29-30' I,.ivih~.Area .' !II Lots .31-35 Gr~4~· B~am .,.. , . '.; .. E tots 36"'38 E •. S·lab ~ Lots 36-38 E.·Slab . . . '~ - ~ Lots 23-26 .GCilrage Slab Lots· 27-~8 ? hd~ .. IU . ...., III o U IU ....I Lots Lots .. Lot:. 8-11 ~. SteilWal1 31-35 G~rag~ Slab 26 N. St~ITWall ~ Lots 30-36 Grac;\eBeam Lots 31~35 Garage Slab Lots 31-35 Garage Slab , % Moisture Optimum Moi,sture Content 15.6 14.9 23.7 17.0 15.7, 20.0 Zl.5' 22.4 13.9 " l4,~~ ' . .. n.s 17.9 23.0 16.5 15.2 . '. 22.6 _~'AO~ ""~ ... ~ C-8-;V-~o~ -. , 15·:0 13.3 19.0 17.5 10.3 10.3 16.3 10.3 10.3 16.3 16.3 16.3 10.3' ' 10.3 10.3 16.3 16.3 10.3 10.3 16.3 lQ.3 10.3 10.3 10.3 10.3 Date - 05-01-61 05-01-81 05 .... 01-8t 05-01-81 05,-01 .. 8-1 05 ... 04-81 05-04-81 05-05-81 05-05-81 05-05",81. 05-06-'81 05-06-81 05-07-81 95-07-81 05"'07-81 05"07-81 ) 05-12-81 05-12-81 05-14-81 05-14 ... 81 05-18-81 'I. ;"'\} SOIL & FOUNDATION [Q] ALPHA LABORATORI.ES, INC. ~ ENGINEERING & CONSULTATION 7895 CONVOY COURT • SAN DIEGO • CALIFORNIA 92111 • (714) 292·0660 LETTER OF TRANSMITTAL Date :-.' __ ...,;J=-u=-l;.JYl:...' ...,;8:..l,:-.,:1;..:::9;...::8;...::1_'_'-:"-=--==>,...;::..,,.......:- To: Krikorian Enterprises 2850 Pio Pico, Suite 1 Carlsbad, CA 92008 Job. No: 2904 Attention: ____________________ '--'-___ ,--_ Gentlemen: We are sending m herewith o under separate cover o per your request o per the request of ____ -.,...---.,.--_.,.-- 0 soil reports 0 Calcula,tions 0 Plot Plans Cl Proposals 0 Correspondence 0 Contract Documents ~ Resul ts of me> i stLJre tests performed on expansive so i 1 s and compaction tests Rerformed on sand placed jn tbe fOilOdati6n ~ By Mail o ,By Me~senger '-' . bearing zone in the fO'indatioQ excavations for the il.lbj8Gt proj8Gt. FOR YOUR: 0 Review 0 File 0 Approval K:J Use 0 Distribution ltJ Information 0 Signature 0 R EMAR KS : ___ ..:..T:.:.he~.:..fo=-=u.:.:n:::.d.::a_=t..:..i .:.o.:.:n~t:.:.r_=e..:..n:.:c.:..h:.:e:.:s~w:.:e..:r..:e:.....:o:..:v:.:e:..:r_-..:e::..:.x.:.:c:.:a::..:v:..:a::..:t:.:e:.:d:.......:a:.......:m:.:..i:..:n.:...i:.;m:.:..u;:;:m.:.:....;0=-.f=--t;:;:W.:...9"--f:...'e:;..e;:;,.~t. __ ..;-- The over-excavated soils were replaced with sand. BY: ~~~M~t<).IC..-=..l~.h'~jJ. _"-----"-- C. H. Wood, ~78 CC:_,;.,:(3::..:)---.::.s __ u_b~m_i .::".tt_e...,d __________ --- ., < · 10 .- I: I.. a 4-.-..... 10 u · 10 .j..I III a u 10 ....I · ~ -I.. Q 10 I.. I.. to > 10 :z: .. .j..I u ~ a I.. 0... E: :::J c: E a "C c 3 ..r::. .j..I .. LOCATION: Buildings Buildings Buildings Buil di ngs Buildings Buildi n9s Buildings Buildings Bui 1 di ngs Bui 1 d'i ngs Buildings Buildings Bu i1 cii ng Buildings Building Bui 1 di ngs Bui 1 di ngs Buildings LABORATORY TEST RESULT$ FAIRWAY SOUTHCONDOMINIl:JM PROJ~CT NAVARRA DRIVE, LA COSTA, CALIFORNIA Moisture Content In Expansive Soils % MOISTURE OPTIMUM MOISTURE 8-10 footi ng~ 26.6 16.3 8-10 grade beam 22.3 16.3 11-14 slab areas 20.9 16.3 11-14 footi ngs 22.0 16.3 15-17 stem wall 23.4 16.3 15~17 grade beam 32.3 16.3 6-7 slab area 21.9 16.3 8-10 stem wall 13.5 10.3 8-10 grad~ beam 18.0 16.3 15-17 garage area 23.0 16.3 26-27 R.W. footi ngs 15.6 10.3 14-15 R.W. foot i ngs 18'.6 10.3 Unit 5 Garage foo,ti n9 14.5 10.3 8-10 garage area 19.1 10.3 2 R.W. footi ngs 19.2 10.3 2-4 R.W. foot i ngs 19.5 10.3 5-7 footings 24.3 16.3 5-7 slab area 21.8 16.3 CONTENT DATE -- 06/19/81 06/23/81' 06/23/81 06/23/81 06/26/81 06/26/81 06/26/81 '06/30/81 06/30/81 d6/30/81 07/02/81 07/02/81 07/02/81 07/02/81 07/07l81 07/07/81 07/07/81 07/07/81 G ~ ____ ~ __________ ~~~~ ____________ ~ ______________ ~~--~~~~~~---1 UJ JOB NUMBE;R: ~ ALPHA LABORATORIES, INC. PLATE NUMBER: 0a:~ '~, 1 ~ ~ _____ 2~9~04 __________ ~~~~~--S_O_IL_&--FO_U_N_D_' A_T~"I_O_N_E_N_G_IN_E_E_R_IN_G ____ ~ .. ____________ ~ __ ~ PROJECT: Fairway South Condominium Project, Navarra Drive, La Costa, California. I£; 1 ... (0.. -, .. . ... I c... o N to '(g ~! -I:-C ~ to m :lJ .' ~:[§] 'I o.:n ~ /: JQ r-~ -:r ., '~ ~ "Ti~ o 'I'':''S; r-, -J-..... ., -;'0 r " .~ t:: ,:'-, 0 -.=:0 ~~ -; ~O C, :;x:1 --zm ~ p> ::D Z,Z (;).r> ~ r-» ~ m "'z, C s: to 111 :t' FIELD D~NSITY TEST RESULTS: VERTI CAL IF: ELD FIELD SOIL RELATIVE I . REMARKS LOCATI'ON MOIST. DENSITY TYPE COMPACTION TEST I DATE , HOR I ZONTAL NO. (1981) LOCATION . (%) , (PCF) (%) 43 6-19 S. E. Peri me ter Wall BOF S.2 100.6 III 90.4 44' II S. E. Perimeter Wall BOF ' 5.6 97.8 III 90.0 45 II S. E. Perimeter Wall BOF 4.1 111. 3 I i I 100.0 46 6-22 W. Perimeter Wa 11 BOF 6.7 101.4 III 91.0 47 II W. Pedmeter Wall BOF 14.5 101 .3 III 91.0 48 6-29 S. W. Perimeter Wall BOF 6.4 104.1 III 93.5 49 II S. W. Perimeter Wall BOF 5.7 107.9 III 96.9 50 u S. W. Perimeter Wall BOF 5.9 108.4 III 97.3 MAX 1MUM DtNS I TY AND OPT i MUM HO I STURE COI,ann: '(ASTM 01557 -METH.) . ] I SAMp:LE I OEseRI PTf ON 'I SO ILl OPTl MlJM~HAX I MUM 'I TYPE MO 1ST. DE;~S I TY i {%} (peF) I 3 I Grey Sand "\ I II I 8 .6 I 111. 3 11 I " • I '~ j ,J I . ~ V? 0 r- ..,... m Vl -i 7-1 rn Vl c r -i Vl j- [Q] ALPHA LABORATORIES, INC. a 'SOIL & FOUNDATION _ ENGINEERING & CONSULTATION 7895 CONVOY COI,JRT -SAN DIEGO -CALIFORN.IA 92111 -(714) 292-0660 LETTER OF TRANSMITTAL Date : ___ J_u...,.n_e_-_l_J...;.' ,.,--1...:;.~_8_1 __ --..,... __ TO:. __ K~r_i_k_o_r_i_a_n __ E_n_t_e_r~p_r_is_e_s __ ~ ___ ~ __ _ Job. No: . 2904 2850 Pio Pico, Suite 1 Project: Cqrlsbad, CA 92008 Attention·: ____ ...,.,.... __________________ ~ Gentlemen: We are sending ~ herewith 0 under separate cover o per your request 0 per the request of . o _ soil reports 0 Calculations o Plot Plans tJ Proposals o Correspondence o Contract Documents Fai rway SOl,lth CondofnIni urn Project, Nqvarra Drive, La Costa, Ca.lifornia. ~ 'By Mail 0 By Messenger Res u·l ts of J1X) is ture tes ts performed on ~x.pans i ve so i 1 s ?t th~ subject proJect to veri fy presatura.ti on regui r~ments. FOR YOUR: 0 Review 0 File 0 Approval Qb Use 0 Distribution 00 Information. 0 Signature 0 REMARKS: BY: --I-!'---P-:J.Id~iL2~tftf-=-!--t -----,.. __ _ co: (3) submitted. C. H. Wood, RCE 10778 . ro c '-o 4- ro u ~ ro ..... en o <.,J ro ...J ~ ,~ '-c ro '-'-1'0 > ro z ~ ..... o C1l '-' e 0... E ::J .-c E .g i: o Co.) ..c ..... ::J o <.(l ~ ~ ro u. ... u w a a: Q. 0, . , LOCATI ON Buildings 23-26 - Buildings 36-38 - Bu:i 1 di hgs 36-38 - Buildings 23-26 - Buildings 1-7 - Buildings 1-7 - Buildings 36-38 - Buildings 11-14 - Buildings 31-35 - Bui 1 di ngs 11-14 - Bui 1 di ng 11 - Bui 1 di ngs 2-3 - Bui 1 di ngs 18-22 - Bui 1 di ngs 13-22 - Buildings 18-22 - Buildings 18-22 - Buildings 11-12 - Buildings 13-14 - JOB NUMBER: 2904 LABORATORY TEST RESULTS FAIRWAY SOUTH' CONDOMI NI UM PROJECT NAVARRA DRI VE, LA COSTA, CAl,.I FORNIA Moisture Content in Expans i ve So i1 s % MO-I STURE OPTIMUM MO,I:STURE CONTENT DATE Fomti ngs 2,1.3 ;6.3 05-19-81- Grade Beam 23.5 1:6.3 05-19-81 Garage Footings 28.3-16.3 05-19-81 Slab Area 18. 1 10.3 05.,.·20.,,8.1 -" - West S tellWa 11 14.7 10.3 05-20-81 West S terrwa 11 24.2 16.3 05-21:-81 Garage Areas 16.2 10.3 05-21-81 • Graqe Beam 23·5 16.3 05-22-81 S lab Area 16.2 10.3 05-27-81 'Grade Beam 20.1 16.3 05..,28-81 East Stenwal1 21.2 16.3 05-28-81 North Stenwa11 22,.9 16.3 05-28-81 , Grade Beam 31.0 16.3 06...,01-81 Grade Beam 20.0 16.3 06-01-.81 Slab Area 13.0 10.3 06-02:-81 Slab Area 22.,0 16.3 06-02-81 ' Slab Area 29.7 16.3 06-04..,81 Slab Area 17.2 10.3 06-·04-81 I . ,- §J A,"-PHA LASORA TORIES, INC. PLATE NUMBER: SOIL & FOUNDATION ENGINEERING 1 '----- ESGIL CORI~ORA TION e til o~ Ccu\bbaJ \~~~ eo-'1~ 9320 CH"~fOi;APEAKE nu., ~l'ITE 122 SAN DIEGO, C'A 0212:1 (T1·i-) 56()·1,t.6~ c ("" \1. t~ "\ ~'\\\<ld'{~' ( W(,I)'"1' \ \; I '-n\ S ? ~ ~ '~o '00 c... u v"Y\ U:;)VT~ "'n ("j LA,.) $ () G 5'+ CL,'y\ .{ 1 (,L.{L LI C-ovvv~ ~ W I. ~ ~J.. L c '0 e. S U.; l +"" ,+t" 0 +~ \. W \.,.(J \ ~1 t\ Q,~c.~t\ lfY\ ~ : ~ ~ So,\. \"2.1j-,"?OYU P'1 AL..Y't·t1-1 t..Si~S ~\'1~'~ be \?e"e_\\.i~c.l TD-AA! C..c¥t ~ Cc.n1*1 \2 VV"I ~.,·11 Dr'V 't1"'~tl R r<-e9tc,~ "2-.1- t5~'1 \ Itt e €/) C fh... P ~ \... 1") '8 SV-OA " W\ ') ~ \'\"$ e ¥-~, \ '(}o D( ~yt-u~ o <;;.C"----(.O "k>UY) cO ,,jU,h'vS A)vl.;) "+~Q SC)I l... PrYvD \r\ '1'\ S ~o U..-) J.-. '--\·~.L -+t..u 0 -t'c b COy, \ f \ ''r~1 b \ e. , 8~~ \\1'i Ln \3 .c:.. 'S (I ( ... L" i-) r l~ :I\) ~ nc 0" \ <:?\ {C/\ 5 i cy't \ <;.:;-, Q.. bl.f I ,..' (-" ! ! , I b .<2 t11 S .... -e/\ ,,' )'. I L ''--.. ;. ( l \ \.; " ,,," I·'::. S'.1-1 -n;v (;0./ t (1'\ f\ 0{ DYe.... Y\. ot \,.~ he (2. Q c> ',', " 'Y')I;~>' ,D ,,(I :) 7.5 './Yl ~ c(CI & o.c ~~ e. ~JO \J C.JA \uQ'i ), G,,) '({ Pl (~ ,"? e\" 0 t ",:to b t \ fJe, Y .. '~,.JV1 'wi I,YS+ bE.. \ VI C .. ()\ 't, f D \ 'LGl~ C,) & \'1\ .{() "\ t",c cD c ~':l'''l v ~ , ~, ~\ e &E'S "\ ','I ~ os h cl vI b ~ 1 cite;: 0/\ (-he .c vI) !i "h VV1 rr t C!vv\ 4.-{-\ A-"-"Yl 0 Cc./Yl c n. ~. 8 $ 0'1 'tr'1". /.. Lee I (1, t. ... ·.e-i ... \ )'1 A't:\..~ £0 U Yj &. o .. ::h OY'\ .e. +-c t~ v tt.-'~l ,,-.1$ (J '1 1-1 { ..... t-lt.Q SO\L.. Q/'vtCtl \)Q€J\ AOVI~(;' ~e (QUI\.,.OI)VY O~f;l.'~) \ Y\ W 'I'Ll +\'\'1 t1) -\;,{'1 C\j , \ 0·\..;;:;.) ..e:+ ((.(. VCtj(1 ~tl $ ~-.. (.l SOl L-CCIYI 'D l-t-t ifY1 s. ~'1..€.LUV1SI ~+~j \A,)d~ ~(2 ':S.::lIl •• l~n..~\~I,..;C?\Z,S \( e (..e:> "'YV\ n'l -QAt t:'i c <. i1 (Y'vl <':"'t; A"VVO (' rJYl C ~L Q.....fe C Cv-,.."\. L e. n... {),... { '" ',," j I f ~~ Q.....O' -\~)'y' "V\.e .... OU"t, 8.r:l.A1 (;V1 S' t\ va Sl, v'\lS C a.....l..Q. t-s ~ I L. Col n ~(l Z uJ "Vl $v)10S~ClS~~~ GLI~~I Cl~ ~ c c '" ~\'l \,., \({) ~.;l\!. 0 i\JeW ~'C\ v'\ e.,) \3e: ~utZ c: \b ~le M L-\.. AS \, ~~, wv,="l!ll. II E>~c>~ec..t-J f\!"Y&. $~-n: .-, ~1f.V e. pZ-A--l~ .; / "., ,'" , BENTON ENGINEERING. INC. ,.HILI,. HIENKIHCI alEHTOH .... C.'DCHT • C:IVIL. II:NOIHI:I:" Mr. George Krikorian '1d Tri-CTtY Engineers 335 Olive Avenue Vista, Callfornia 92083 SubJect: Dear Mr. ·JS;.,.ikorian: .' A,.PLIED, SOIL MECHANICS -FOUNDATIONS "" .. 0 I'IUFFIN ROAD SAN DIEGO, CA~IFO"N'A 921 2:s November 26, 1980 Proiect No. 80-10-8F Site Inspection and Review of Plans for Proposed 38 Unit Condominium Lots 191 to 194;-inclusive La Costa South Unit No.2 Carlsbad, Col ifornia , , Pursuant to the requesl of T ri-City Engineers, we have' inspected the subject lots and reviewe<;f the architectural and grading plans for the proposed 38 unH condominium develoPfl1ent at the subrect site in Carlsbad, California. An Inspection wa, mode by a representaHve of our organization on N'ovember 24, 1980 and it Is. concluded that the soil conditions are essentially the same as presented in our report on !"he grading of this subdivision dated February 24, 1970. The soils in the upper three feet below finished grade were classified as critically expansive and therefore, spacIal dO$lgn and precautions ore recommended to minimize' possible detrimental effects caused by the potentially expansive soil conditions. Post exPerIence rn the La Costa area has indS cated that raised wood floor systems suppor~ed on reinfQrced continuous footings are preferable to concre.te slabs on grade in living areas of condomjnium type developments where expansive soil conditions exist in the upper three feet below!{Jnished grade. Therefore, the use of concrete slabs on grade would be at the owner1s rIsk and responsibility. Also, the final special design for footings and floor slobs placed on expansive solis would be the responsibil ity of the structural engineer or archHect. Where foo,tlngs are located adjacent to the existing sewer I ine located in the centrol pottion of the site .or QdJac~nt to any propo$ed new uti! i-ty I ines, it is recommended that the fQ<;>fings be d(lepeneq to one foot below a one horizontal to one vertJcol I ine projected upward qOel outward from the bottom edge of the util ity trench. . . . :: ",,_', _'," .,t_===="""", ... ===-. ,-"-I" -./ -...::.-... ---"::"' ---,-----.'''''----- :',.;/' ,ProloGi,~, ~~l0-8F co"~ 1i;..~ It Is 're~nded that positive drainage be provided around the perimeter of the botldl~gs. Drainage systems should also ~ 'provided to collect all runoff from roofs and conduc~ the wafer-in watertIght pipes eifher tnto the streets ,or storm drains. All surface drainage should Pepr-evented from ponding adiacent to or running over the tops of slopes. Inlet boxes,and watertight pipes should be installed when necessary to comply with the obove requirem.e,nts. '. ,.' ¥t.,' ; A ftno.l.tnpct.ton and survey should be made after comp'letion of the landscaping to ~~rify that pro,pei"dra,h~age has been provided to conduct the surface drainage to the designated .1ocatiQnS:"fo['ldlscharge. !.'o .... ,. r ... : <-( ~;.; 'l~' , 'J'(;~'{' ',' ~peqfy,'i~ :'~pm i tted ,,: Y "';:.. , ,'~.; , , '111 p" ° BENTON,ENGINEERING, INC. ) 1" .. ;'?t~ .. :' A::fdressee . ' .~ . .; , 2, " : ,: ~~I'"'' -;' ~ i~}: .. ". , ' \ , '" 81!NTON F.NGINI!:JtfltING. INC. , " .. ; \ ,;/, ',. , 7/·~"··'· :.> . ?-.~, . , -~ .... .' , , ' 'Q-~. '" BENTON ENGINEe::RING, INC. " . .. ~ A .... ~'ED SOIL MECHANICS -,.OUNDATIONS !. .; : t :,' • '.'\:~ .. , ~ , .:: ~ '.-'. :~~ :.~.~: .~, , .. .. ' . ."--' . , 6741 f;L CAJON aOULEVARD SAN DIEGO. CALIJI'ORNIA .Z111S "HI'LI .. HENKING aEr-«TON ~"i:.IP&NT • C:IVII. !tNaIN.Clt . Ran'cito La Cost~, Inc. Rov te I, Box 2550 Enernl toI, California 92024 I . , , I, SubJect:Proiect No. 69-10-10 Gentlemen: FI nat Report on "Compacted Filled Ground ,Lots 186 to 191, Inclusive, and Lots 195 to 205 Incl ( • .. rl· , \ S~S~/9'>S .,,>1 DIEGO. SaJ·1S6S4 L" Mu". .i& ••• IUI!54 , This Is to re~t the resul ts of tests and observations made In order to inspect the compactIon . of filled grou~ placed Qn certaIn areas of Lots 186 to 191, Inclusive, a~ 195 to 205, J nch,lsfv., of La Costa South U nit No.2, San Diego Cou nty, Call fornia •. The fllls were plac-i durlJli the period between. October 2 and October 24,1969, with some fl.nal cleanup I.n February, 1970. The approximate areas and depths of filled grou~ placed, under our irwpectfon in accordance' with the approved specificatioN. are shown on the attached Drawilll No. I, enHtled."Location of Compacted Filled GrQU~. II 'Ihe gradirg plan used for the placement of filled ground was prepared by Rick E~lneeril'G Company a~ dated August 12, 1969. The approximate locatrons at Which the tests were' taken and the final tes't re~ults are present~d on pages 3 and 4, under the "Table of Test ResuJ ts." The laboratory determinqtlo", of the maximum dry denlities and optimum moisture contents of the maior fill mat.rials are presented on page 5, u~er the "Laboratory Test Results •. " Some of the maximum dry densities shown in the "Table of Test Results II were combin9tlons of these. The tests were taken durtr'G the weekly periods indkated below: ;,-. t, Test Number 1 2 to 31, I nelusive 3~ to 54, inclusIve 55.to 70, Inclusive .71 Week Endlrg October 4; 1969 Oc~er 11, 1969 October 18, '1969 October 25, 1969 February 20, 1970 ',.. --~--.----=.-.-. -=--==. =. = .. ~,.,.--,~ r,~:_,;..,;t:No. 69-10-10 ~. ~2'-. Q February 24, 1970 "-.. ;/; : . ':-","" "'.,;~q Costa South Unit N9. 2 . "',<' The flnal results of tests and obs.rvatlons Indicate that the compacted nlled ground has been placed at 90 percent of the maximum dry de.,.lty or greater. It has been d.tarmi ned that the , fIll matedals, compacted to 90 percent of the maximum dry denllty, have a ,.re bear:l~ ValtH' • .. of at least 2000 pounds per square foot for one foot wide continuous footr~s founded. at a mInImum depth and placed five feet or more Inside the top of compacted fI lied ground s'lopes. Jf footJJ'l}s are p.laced closer to the expoled slopes than 5 feet ", .. Ide the top of cc:>mpatted filled . ground slo~s, these should be deepened one foot below a 1 1/2 horl~ontal to 1 vertical Ifne proJected outward and downward from a point'S f~et horizontally I,..ide the top of cc:>mpacted filled ground slopes. Tests Indl.cate that the compacted. AHed ground Ii adequate to satll,factorily support the propoMd one or two story wood frame dwe"l~s without detrimental settlements. In our report of the orlgi·ncd investigation conducted at thts subdrvlsr.on, (ProJect No. 69-3-24BC dated May 22, 1969), we stated that lome "expansive" iolll exIsted on the site and If they were aJ/o~ to r;maln In the upper 3 feet below ftnlshed grode some-of the lots would require specially designed foot slabs. We further stated that these lots would be listed ~~~radlrv. . """'<'\~' '. . Ii'.M!r~:. • 4 . 5. The safe b~arrJ'l} value for footl rgs em natural ground rs }Z9..5 pouMds pet ~uare foot. Respec tfu II y subm i tted , r-\ BENTON ENGINEERING, INC. B~~ William G. Catlin, Civl/ Erglneer BENTON ENGINEERING. INC. -, .- '/ ...) j ,~ J' E~(al. CORPORATU):S U:l:ltl ("II Y.><A. ... :A KYo UK, ... , 'ITY. l:l!: ""':"0 IUF.C.U. ('A I}llJ>t11 (TH) 1;-{!Hi4:bB -PLAII cOR1iECfiol'l SHE£T APAR'nIENTS, HO'1'ELS, !l!OTnS AND GARAGES Jurisdictlon ot C f\-R.1.:!o~ A-l) stor1es.--.:O=--I_5..;'2:.:...-. __ _ r Han Check :Co. 8::>-1'5::' Own. 1" kR) Ko R \ ~ N Si ta t'iavAelZA 'Pl'tIV'G" ~ ~rea(·L) ____________________________________________ __ Occupancy ~-\ 'R-:-~I M Valuation, __ --_____________ _ 'I'yp'e Con.t._V..:::!:::.. .. -..!N~' ~ ____________ _ 1'1re Zone f\:$st.>ms a P.~ark. ~u..., ~Y?6ts; P!Q.!i ,Z ~Q.~. te,,~'T1iA1IJ 3 1J'V,h Oo.l -a RlI ~&.Q)a $0 NOT -A" 2-1 ~'i ~OIS UJ1V~ .-flo'\) OIS, ~\Re EII-u! Fh"8GM ~\f9"\IjZ.~~~t De'te plan. picked \lp/recd ved by ESGI~ a 3> by ~I. ·17.l)" Date f'1rat pl&n checlt complated by !SGIL 'J"& by,\,)I: -Itllt.,. Correctiorw checlted b.low ar. to b ... ~d. on plans before penut is isSUK. Th. approval ot pl&n,_ arA sp.citications doe. not perait the violation ot any .ection ot the Build-in~ Co~e, or other City Ordinance or_State Law. The tollow- in~ li.t doel not nece.larily incl\ld, all errors and o~~i •• ion.. See Sec:. )02(c) ot the 1976 Unitora Buildln~ C6de. Plan. requIre correction &I in.,lca ted by circled it~. below betore a bul1din«, per-it can be ils\led. \ Return this correction .h.et with corr.cted plans. TC rACILITAT~ R~CHECKI~C PLEASE IDENTIFY N~T TC gACH CI~'!LtO IffY. B£1.0'.t/J ':'HE SHEff OJ' THE pUNsllpCN ~lHlcH THE CORR2CTICN HAS BEEN !l!AOE. . A. ~ /. !ndicat. on plana the name of the lel=al o~~r and name of parson responsible tor the preparan"'i~~r the plana. (Sec. )Cl( b» " ~ ~ Submit fully dimensioned plot plan drawn to scale • Showint location .i~e, and use of all existin, and propo.ed struc~re. on the lot. Identity property !ine. and shew lot dimensions and all easements. Show location of all cut or fill slopes and approxi- ",ate tinish floor elevations for all strUctures and and .how elevations at all lot corner •• (jec.)01(b}7) "..,: indicate distance frOOl center"line o! street c.r alley to property line and distance frolll curb to property line.(Sec. )01(b)7) , ~ ~ake all corr.ctions on ori~inal tr~ci~ b.fore re-~ .ubalttinc for recheck. ~~t\lrn two .eta ot corrected plan.,-r~ .etSof orl~inal plan. used tor plan check and your check 11.t notin« location ot corrected item •• %-The owner or dnhner must lip) two cople. ot the attached ainiaus construction specitic~tionl to evi- dence ha~ln« received the instructionl and at:reein~ ~ equal Or exc.ed the Ipeciticationl. (Sec. ~Ol(c» .A>. ,Plan ••• p.citic.tiol\ll and calculation. IIh~l be • i~ed by a Calitornia Stat. licen.ed .n~ineer or architect. (California Bu.inesl & Prote •• ions Code) ~ Plan. are not legible. lIuublllit legibl,e plan •• APEA ASO STORY LIMITATIONS ~--t, .~ ~l Provide accurate' «Ttde protiles on building elevation. ';;.€\C .0 that the nusber ot .torie. can be deteraineC:. round elevation •• hould be talten at the lowe.t 't\"AR~lnt betw.en the exterior _11 and a point 5 teet --." out, or at the property line, it ,clo •• r. (Sec. 420) ~!he floor area ~ith allowed increase. i. limIted to ,./ -aq. tt. (Sec~-SOS '" S06) .cJ. Show area .eparation will location. on floor plan •• ~~ Specity all u ••• In the b\lildin, and tne \lse. of all exi.tine b\lildin«a on the property. ~The bul1d1n« hei~ht i, limited to storie. tor this oC:C1.Ipancy and me con.truction (Table SD). c. ?!~:: RESISTIVE CONSTRUCTIOII /.A Croup 11.-1 oc~upancy 1110 •• than two Itorlel in.. he1~ht or havine .ore than )000 ~uare teet above the fir.t .tory .hould be.ot one-hour-tire-r •• i.tiv. con.truc- ~lon throu«~o\lt.(;ec. 1)02(b» )Kl. All .xterlor wall •• hal1 be one-hour con.truc:tion tor a buil~lnc locatea in ~ire Zone 2 except wall. trontl~ /- .tr .. t. or ;,a.r4. at h&lt 110' w1d.. (Tabl. SA) -' .\11 .x t.r1or _11. wi thin _ t.et ot and taclne a propwty line .\I.t be of at hut - hour t1.re-r .. lIthe con.truction. Oetail th.....-;&n construction on ~be plana to .how proper tire 1"1-.1Ithe cOl\lltr\lctlon (hble 54) .-n:-Openinp are not paraitta4 In any ext.rior wl.l 10ca\e4 wit!;lln J ' tHt ot and tacine a proper1;1 .. 1 ina • (Table 51 ...-2" All opan1n&w 1J\ ntador wl.la .1ocata4 wi thin __ t •• t ot ani tacine a prop.r1;1 line .\I.t be protec'tad ............ with ),A-hcNr lalNle4 t1ra ... ~bl:1 ... (Table ,SA) ~. Preteet UI. lIft4ersib ot ...... OTH'harIp .. req\l1re4 .. fo:" one-hour oOl\lltrucl'ticm, (Sec. 1110) -, ..-Z5. Prod .. )0-hiP. parapet. ___ ..ua.' nabh SA) ~ All OPCl1n&w bite exit 0lMIrU 1 ... than -10' wid •• hall r)1~r.nCta4.,. ,..,. IMNr tin ..... bU... (Sec. /. :ourta bourwled on lovi" aid .. wi th wall. al'iou-ld be a' 1 ... , 10' 1n hr .... th. Jtor couru acre than two .torl .. In "d~t. the requ1r.~ .i~th eould be inc:rea ... ~l on. toot and the reqUired 1enfth bl 2 ~Ieet tor .aCh additional 1t4r7. (Sec.l)06 c» ~ •• -;;t:t;tlne ",",lor .tain are r&q1&1..... (s ... ® ~ ill exte~ler -u. _1 thiA 10 t .. ~ ot exterior .~ •• e~Ln« wl141nea eYer t.. .torle •• houU be ,....t4oeta4 wi,*, •• U-el .. s.-. thra.-t.lIMhe-beIar t1re-~ ,....leU ..... ~,l.1-.(s. •. ')OS(l» , Q l~:ll'b"')1)Q5 C1\) ~01U of 2ND ~rr ~()' .. \,( . ~~O. ~~ ~~ IJ~~ ':1. ~truct\lral .embers carryin~ masonry or concrete wall. in buildin~ over one .tory In h.i~ht should,be protected with mlnimum ore-hour fir~ protection. (Sec. 1708)' I ' Enclosed usable space under interior stairways should be protected on the enclosed side as required tor one- hour fire-resistive construction.(Sec.))OS(m)) I,., Gypsum board ceilings in conjunct'ion with flre-resls-I .~ tlve assemblies should be supported at intervale not wA4-t.. exceedin~ 16". Otem 2S, Table No. 4)-C) I" /1'1""> ~Provide one-hour constrUction tOl' all corridor walla '" ~ and cellings servlng an occupant load of )0' or more • ../ (Sec.))04(t:)) ~. Protect all interior openin~B in corridor walls and ceilings. Doors and trame must be labeled 20 minute tire assemblies ·with eelt closers or automatic . plosers with smoke detectors. (~ec,))04(h)) ~ No openings are permitted in exit enclosures :xcept jJb1(~~0{S and openings in exterior walls. , (:Sec. ~EXit doors in exIt enclosures shall be protectea oy . fire assemblies having a hour rating and shall be self closing or automatic closing by· means of products ot combustion detectors other than heat. \Sec.))08(c)) .lr.' Provide op';riable hatch at top of stair shlL!"ts in ~ b\l11di~ 4 9r more storie. in hei~ht.(S.c.JJ05(m» )8. Provide conltruction details for hour area separation wall.. (See Table 4)BT.Specify all ., openin~ in separation walls to be protected with labeled hour tire resistive asselnbl1es. (Sec. ,50S(d»--' . ~Two ~our area ,s.parations walls. ~Shaw on. ~our construction of any e~em~nt~ pro-jectln~ beyond the termination ot the two-hour wall tor a width equal to the depth ot the projecti~ element. (Sec. SOS(d)2) , ~ Provide three-fourthl hour fire a8B~blies at wa~l openings occurring in .the one-hour wall returns.-0<' Provide a )0" parapet or one-hour fire resistiv, ~. root construction tor a 5' wIdth on each side ot . ~ the area s eparati on-_11. '(Sec. 505(d)J) ~. ~ll op.nin~s in tloors are required to De enclosed by a vertical ehatt having a _ hour tir. reBis~ive ./ ratin«. (Tabla 171., Sec. 'l~ ~l. Elevator •• dumbwait.rl and •• calators must comply with ~-the requireftlent. ot Chap-t.r 51. -~'. In buildings over 2 stories in height,show how struct- ~ral and tire resistive inte~ity will be maintained - at penetrations tor electri-cal, mechanical, plumbing and communcations conduits and pipes.(~ec.)01(d» 4). Provide draft stops tor double or staggered studs or concealed spaces such as mansard roo! construction so that maximum vertical or hori:z.ontal space dim~~lon~_-~oes not exceed ten teet.(.5ec ... 2S1'l(f)J . • An approved automatic fire-extinquishing system in the -is required. (~'ec·. JR02(b» . ~~' standpipes' are req~lr~d in buildings f'our or mo~e stories in height. Show lsometric end 'floor plan ot system. (Sec, )80) ~wet standpipes are req\lired as IIpecified in Sec. )804. Show hoae cabinet locations on tloor plans L~d isometric at 'ystem • ~ tire retardant rooting la required_. Show complying . rooting specincations on plana. (3ec.)20,3(0» -. ~ Provide automatic fire sprinkler sys~em in rubbish and ® linen chutes. (':'ec.)802(b)7) 50. Provide an approved tire alana sy,ite:r. in apartment" ) or .. ore .tori ...... ov.r lS unita. (S"c.)02(b)) 51. Provide approved 1rbd\lct. of comtiusUon etectorl other than h ~'ene roOIll must conta'1n a l'Iinim\lll of 130 square ,/ ot .upernc~al floor area. (Sec .1)07(b) ) _ ~~. Habitabl. rQom. other than kitchen. shall contain at 1 ..... 1. 70 square teet ot floor area. (.5ec.1)07(b» ~Windo. area mUllt be at least 1/10 ot the tloor area mlnl.Jnum 10 .quar. t •• t per Sec.1)07(a)_. Appear. to be deticient in. ____________________ _ ~Ope"~ble window ar.a .. us~ be 1/20 ot the tloor area (mlnl.Jnus 1 1/2 square t .. t) in !>athroo.s. laurAl")' __ ~ooml and .imilar rooms. (Sec.l)OS(a» - ~. ene-half ot all required window area must be op.nable ~~v •• : .na~~ not project ~ithin )0-ot property lin~.· , ~.re requi"d li~t is bem,; provided. (Sec. So4') ~ Provid. mechanical ventilation capabl. ot providln& tiv. air chan~e. p.r hour in bathrooma, water clo.et compar~enta. la\lndry ro?ros and similar room. i~ re-,~quired window. are not provided. (5ec.1)05(a») sYl' Ho habi tabla roOJll other ~t\an a In tchen shall be le .. ,_~an 7'-0-In any dilllension. (.5ec.1jC7(c» -, ~ Show ceiling hei&ht tor :1llbitable rooa. 1. a mini-a_ or .,. -6-. (~ec.l:;07(3J) ~Show ceilin,{ ha1&ht tor laundry rooa •• hallway •• corridor. and bathroom. 1. ,a minimu. ot 7'-0·. ----,Sec .1)07(11,.» ~ Provide 30-clear .idth tor Wat.r clo •• t coaparta.nt. . and 24-cl.arance in front of water clo •• t. (Sec.1711 ~) --~"o cook!ne roes .hAll bj u.ed f.or al.epine purpo •••• unr ... cocaply1ne as an ernclanc1 liY-lnc unit • (Sac_ 1)08) ~ Specify aarety clallin« in haurdo". 10ca-I '-:.:.7 tioM wch a. f:laxin« adjacent to s\lch door. and to walk~ lurfae. req\lir.~_ Sec. " .,--------. '-:~-J-_l ~~oor. above the rirat story havinc an occupant load of .ore ~~an 10 ahall have net lea. than 2 Ixit •• (Sec. ))02a) fo1. Sho .. location of Illuminated exit aif;T\" (See. ))12) ~. Feq'.dred nit doorways shall b. not leas than )6" in width and not les8 than 6'8" in height. No door lear shall exc~ed 4' in width. (Sec. 3)OJd, ))O)e) 84. Provide 42" high protective railing for porche~, oalconi ••• and open aidee of landings. Maximum o"er.lnt; b.t .... n rails is 9", (Sec. 1716) G!. Show eXlt corridors aa 44" .lde mlnl:um. Dead end . corridors are limited to 20' when serving an occu- ""'" pant load of 10 or more. (Sec. ))04b, ))04c) IV!"""" p6. Exits shall be spaced a d1stance apart not lesa than t I: one-half tho length of the maximum overall diagonal I "3 Ro FL, dimension of the building or area to be served. (Sec. ))02c) < 87. Shew stairways and landings. (Sec. ))05) "'.aintain required rise ar.d run. Minimum headroom 6'6". MlniltUJt c1 ear wlel th of inches. Handrails -height )0-to )4" above trends. Double handrails required. Return handrails to _11. ~. "'axlmum vertical distance of 12' bet .. een stairway landings l.a uceedlld. (Sec. ))051) J.<r;' Ext.rior 8xit balconies and .xt.rior stairwaya cannot_ r~oject into an ar •• where protected op~nin~ are !'~ou~r~, ~SPC. ))041.))05:.) r~ Landin". and etai..-y •• ay ntend in~o r .. qulred yarde only If unrooflld and no portion, except fcr ""ardraila, extend. above the floor level of • habltaolP ro.,.. (Sec. 1)06 (d» .ill. i'rovi;ie stairway to the roor for '.lu~:a::-.,lS excteauv Uu-•• stori... (Sec. ))050) :;.r; Interior atai" aUBt be "ncloBed. The .. nclol!ure ",u~t inclUde a corridor on the ground !loor l •• ding to the exterior of the building. (Sec. ))08d) ,;. Provide a barrier in atair shaft, between upper atorie. and b •• em.nt.(~ec.JJO~(e) .9J>-; Specify typ" of lock or latch on exi t doors per Sec. 3303(c» ~. Sleeping rooms below the fourth story must have a window or exterior door for emergency exit. 5111 height not over 44-above floor 5.7 square f"et of openabl. are •• 24" n.t cl.ar opening height, ZO" net clear npenin,t; width. (Sec. 1)04) ACCI)!o'.ODA'l'IONS POR 'reE PH'!S1CALL'l' HAliDlCAPPEll l"O"6:~ Each toilet room which i8 acc"sible by a level entry, ramp or elevator shall comply with the followin~. C: e c .1711 ( b) ) Provide 44" clear acceS8 to toilet room. Provide )0" clear width for doors to toilet room. Provide 44" clear space on each aide of toilet room doors measured perpendicular to the door in the closed position. Provide 42" wide by 48" lon, clear space In front of water closet. Doors to toilet compartments shall not encroach into the required apac. in front of the water clo.et. Provide a ~" .ide clear acce.s to toilet coa- partment unobstruct.d except for door •• ing. Toilet rooa. not in dwelling units shall hav. a clear apace large enou«h to inscribe a 60" dia- ~eter circle. 000 s. e. CARACES AND CARPOR <a~ ·2,:"r'T~Q.V ~ () ~ \..iz.SQU\\~ ~'"'.... 01) ~10. Cara«e r~uir .. one-ho\\'!' ornIJlttll!y HJ!'n . rut of the bul1dinc. (Table 5B) 1:11. Provide one-hour f100r/ceilin~ system above ~ra~ea. All walls, beama and columna support in" floor above ~a,e also need to have one-hour fire reaistive pro- tection. (Table 4)-C and Table 5-B) ~ 112. Garages are not permitted to open into a room us~ r / for aheping purposes. (Sec. 1504) I 11). The total are. of private parking garages within the " building exceed. )000 square feet. Provide two-hour L ~ m",~o, •• ,~.,,-. """. ", ll~. Specify one-hour door a .... bly through one-hour occupancy separation.(~ec.503(c (~~~_-::.~ ~~~~f .,4~A .. t:I-<' \\\l"1("uSc. ¥,\fiD ~ 'T'A\~LW ~\U" \1$\3"'0,# liSr6.T' H "OUNDATION Rr;QUIRDlE!lTS)\'I1l,.I.Y~'" '1011 ~4o\oc.l"'" \1.Y\JoT" . . -l ONS ~u'~ ~ Submit. Soil. Report pre~Sy-; 11c~~ivil engin •• r. (Sec.J01(a) and 2905(a)} J21~-Submit a Soil. Report prepared by a licenaed architect or engin.er if the 81te hal either coapacted fl11, expansive aoil (per UBC 91d. 29-2) Dr If you wiah to u,. aore than 1008-.PSI' bear inc value. (Sec. 290'.» ~: Provid. apread footinga for concentrated loada d •• igned ~-for 1000 PS~ soil bearing or per Table 298 aa deter- .ined by an engineer or architect. .,\-f)" Show height of all foundation _lla. ~ Show height of retained earth on all foundation _11a. ~ Show d18 tan". of found a tion to edge of cut or fl11 alopes and ahow at.epnea. and heights of cut. and rilla. Kote on plana tlA. wood ahall be 6" above finish grade. I..,te on plana tlat ""rface water wl11 drain away froa building and ahow drainage pattern and key elevation., Di •• neion foundation per Table 29A. TAflLE 1f0. 29-A -I'OUIIDATIOII FOR S'I'UD .8URIIIG IoIAUS MIND!UlC REQUIRFl'iI!l!? ""o'- Depthot 'nIiclcne.a Foundation "'-b.r of Of Stori" Of Footlnc (Inch •• ) aelo. Ilatural Surf.ce OfGrcund 1 2 , 6 8 10 6 8 10 12 6 15 7 18 8 And l'1niah Grade Inche 12 18 24 ~~ow foundation 8111, to be pre8ffur. treated, or _ oqual.l>c.2517(c)3) /.'JC~ Show foundation bolt 81~p, spacir.( lL"1d penetration. :;-:n, Sp.cify aito, leBe nUll".ber and manufacturer of pewer driver. pins. ~-Show si~e, imbedmont and location of hold down anchors ~ on founclatlon plan. ~ ~ Note on plan that hold down anchors must be tied in -place prior to foundation inspection. ~ Show ad.q'.Jate footir.gs under all shear walls. ~ Show stepped footings for slopes steeper than'l to 10. ~~ Show minimum le" clearance from grade to bott~m of floor joists and minimum lZ" clearance to bottom of girders. (.3ec.2517(c)2) ~: Show pi.r si •• , spacing and depth into undisturb.d 8011. ~)6 Show .inimum under floor acce •• of 18",.24". (Sec. 2517(c)2) 1)9 Show ~ini~um under floor ventilation equal to 1 1/2 square feet for each 25 lineal feet of exterior found- ation with openin(s as close to corners as practicable to provlde cross ventilation on at least two approxi-~ately opposite sides. (50c.2517(c)6) I. MASONRY ,~ Provide fireplace construction details. ~ Show veneer support and specify veneer connections. ~. Show height and construction details of all masonry _lls • ~. Note that clesnout openings shall ba provided at the bottom of .11 cells to be grout filled over 4-' in a , single pour. Cleanout shall be sealed before grout-~ ~ ing, after inspection. (~l'c.2515(b)J) ~. Provide engineering calculations for masonry wall ~deslgn and connections. l~. Show floor and roof connections to masonry walls. Connection ahall resist ZOO pounds per foot of hori~ontal forces or the actual desigr. loads which- ever is greater. (Sec. 2310) ~58: Provide material specifications for mortar, grout, masonry and reinforcing steel. 171: Show how masonry house walls retaining earth are to be waterproofed. l'S1l. Note t~.at special inspection will be required for , • (Table 24H) l~. Show minimum Z" wide air space and flashing between r' planter and bulldin!, walls. (Sec.2517(c)7) J. fFA.~1NG ~~ShOW all joists, rafters, beams, and posts 2-to 4" thick to be No. 2 Grade Dou!'las Fir-Larch or better. All posts and beams 5" and thicker shall be No. 1 / Grade Doup;las Pir-Larch or better. (';;"c.250(0) ..>'"1. Show well bracing. Every exterior wood stud wall and mair. cross partition shall be braced at each end and at least every 25' of length with lx4 diagonal let- in braces or equivalent. (.>.c.2518(,)5) ~-Note cross brld,inr. Floor joists and rafters more than 12" in depth and spanning more than e' shall be supported laterally by brid~ing at intervals not exceeding e'.(3ec.2506(~)} ~J. Show blocking at ends and at supports of floor Joists, " .. ,/ and for rafters at exterior wall •• (.38c.2506(0;» ~ •• Show blockino; at ends and suoporta of raft.r. Bore ~ 8" in depth.(3ec.2506(g}) ~ Show 801id blocking at ridge 11ne and at exterior walll e on tru •• 1Id roof •• 176. Show double joists. Floor joists shall be doubled under bearing partitions running parallel wlth the ,~~joiats. (Sec .2518 (d)5) ~f. Show rafter purl in braces to be not less than 45 de- -greea to the horl1tontal.(3ec.2518(h)5} ~ Show rafter ties. Rafter ties shall be spaced not ,,/" more than 4' on center where rafter, ..".s ceiling _joists are not parallel.(Sec.2518 (h}4} ~ Show lIZ" minimum clearance betw.en top plata of interior partitions and bottom chord of trusses. ~hOW double top plate with minimum 48" lap aplice. ~(Sec.Z518(g)4) ~how nailing will b. in compliance with Table 25P. 182. ~r~1de fire 'taPP between storl~s, between top story ~.~. an roof space, at ceilings and floor levels in inter-~\A' ~ lor and exterior walls, in mansard roof or eyebrow ,,,,,,\1i' cislO' or vert ca. e 'Ween a ta r a tr ngera -0 om e ween studs along and in lin. with stair run and adjoining stud walla and parti-tiona, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other placea that could afford ~s8.ge of fl ..... (5ec.2518(f» 1,.11". Show studs. In one or two story building'S, studs for ~ exterior walla and interior bearing walla shall be not lee8 than 2x4 at 16" o.c. Studs for interior non- bearing partltiona may be 2K) at 16 o.c. Stud. 2" - 4" thick and 2" _ 4" wide and TlO mor. than e' long shall bo"stud grade" Douglas Fir-Larch or bethr when a":>-port1~6 not more than one floor and a roof.(~ec.251e(~} .~ "ate an A.I.T.C. Certificate of Conformance for ~lued ~. llUllinated wood ..... b.rs ahall be glYen ~-1h1 lIulldlnr In.pector prior to ar.etio " ~.. ----" A85'\ D.tal1 all poat to poat to footinc connec-17 'I ~ tion •• (58c.2517(1I) roIL GJ(l'\-W'\vt.er~'"'D\2..~ .. tLl}JNIT . 186. SpecifY nail .i~. ac1~ for all .hear wall., floor and roof di.phrapiT; "die ••• req .. ~ inlf. Maintain saxiaUll diaphragm dimension ratioa. (Sec.2514(a),(b) and(c» -- ,.-;-, Ir. areas subject to _ter spl.sh and in exterior loca- ~io~a. wood col~n8 and posts ahall be supported by p!ers proJ.cting at leaat 2" .bove the finish.d grad. and .hall bear on • metal base pl.te or treated wood unless the columns or posts are foundation gr.de red- wood or cedar. (.>ec.2517(c)4) ~ShOW loc.tion of attic scuttle with minimum 8is. 22"x)O". (3ec.)205(a» . Show or.rt sep.aration fer attic areas in exceBS of __ )000 aquare riet. (5ec.)205(b» _ Show Oraft separation for space betw.en dropped c.,i1- ln~ and floor in excess of 1000 square feet. (S.c. 2517(f)2) Specify plywood. grade ant! panel identific.tion index. (Table 2507) __ nen roof pitch i8 less than J,12. desl~ ridge PB a vertical load carrying member. (3ec.2518(h» oood shear walls ahall not be uBed to resist horlton- tal forceS contributed bv masonry in buildings over one story in h.ight. (3ec:.2516(bJ) .: GypaU!fl lath Ilnd plaster. gypsum shu thing board . and gypsum _llboard shall not be ueed in v.rtical diaphra~s to resist forces imposed by masonry or concrete construction. (Sec.471)(b)) ROOl'INC Specify roof pitCh. Roof pitch i8 not .dequ.te fur roof type sp.cified. Specify minimum pitch of • Speci~y roof m.t.rial anAd~.=pp=>irlc=a~tiro=n~.------------- Sp.cify leBO .l'.>roval numb.r for roof materials not covered in Uniform Building Code. • Specify roof alope for drainage or design to support ._ ac cumula ted water. (Sec. )207 (a J) ..... Sho .. roof dr. ina and overflcW1I. (3ec.)207(c)) fire retardant roofing i8 required. Show roofing specific.tion on plans. (Sec.J20)(e» ) Show attic ventilation. Minimum vent .r •• i& 1/150 of .ttic .rea or 1/)00 of attic ar.a if .t least S~ of required vent is at le.st ) •• bove ceiling joists. (See.J205(c» It'ECHANICAL heating. ventilating and cooling systems .nd appliances 11 comply with the 1976 edition of the Uniform ~echaniCode. Show location and type of all heating and cooling app11ances or Byst.ms. Show minimum )0" deep unobstructed working ap.ce in front of furnac •• Show furnace Bpace minimum 12" wider than furnace or per listing. (Sec. 704) ). Show minimum J" cll!ar work in" Bpac~ along the sidell. back and top of furnace or clearance per listing. (Sec. 7(4) furnace sh.ll not be iru;talled under any stairway. (Sec. 7(4) ',. furnace "hall not be installed In any b .. droom. bath- room. closet or in confined ap.c. with .cee •• only through such room unles8 sp.cified •• direct vent appliance. enclosed furnac. or electric heating appliance. (S.c. 7(4) S. Attic furn.ce installed In • sp.ce less than S' high ~ ehall be listed for such installation. 8) ~Show ICBO .pprov.l for pref.b f .ce and prov ~ approve<! install.tion instructi n ...-r ~ \\"1!£' • "'to .. r: Shew detail. to comply with S.c. 709 for furnace under floor. Sec. 708 for .ttic rurnace. Sec. 710 for roof or outside furnace. ELECTRICAL wiring .hill comply with the 1978 National Electric.l :II. O. Note on clan Amoerag. of electrical •• rvic •• 1. Electric.l receptacle loc.tions and/or .paclng i. not 4. .dequate In, ________________________________ ___ "ote on plan that kitchen electric.l receptacle •• hall be installed per .ttachment. lEe-202) Note on plan that dwellln« receptacle apacin~ ahall comply with .ini8ua reQuirements ahown On .ttachment. (tt 20) If .lectric.l inatallation ia aore than 200 &ape ahow panel loc.tion .nd provide a single line di.gram and lo.d c.lcul.tiona ineludin~ • ~ Show 1 L~ P v.lve on water heater and show rout. of ,lIlecharg. line. .~~lter heater shall not be located below stairway or ~ landing. I~ Note on plans that a water pressure regulator is re- quired if serving pressure is over 80 p.8.i. (Sec.1007) ~,gUlat. hot water 11nes • O. ENE:RGY CONSE!!VATJON ® Submi t two copies of the Residential Energy Law ~ Stat","".nt , , leted and sign~. 271 ,Specify nsulation R values or wa ~ and cellin c::.1'\a..,::a~ t::.s1~11\J t::'. :> 272 Provide ations jUBtifyinf( increasi', ingl. o:la~ed area be e wall skylight areas should be multiplied by 1.6 to o:et r:::::-,. equivalent single gl.zed are.). ~ Specify on plana total ~OB. floor arE' of heat~ zona. and tot.l gl.zed areas (mUltiply &ingle wall skylight .-.-reae by 1. 6) • ~. Show detailed dimension.d _11. roof and/or collin« sssembly to support alternate design calculations ~Speclfy th.t exterior swinging doon .nd windows • will be weatherstripped. P. NOISE I~SULA1ION ~Show detalls of wall and floor-c.llinl': 8ssemblies. Provide an .irborne sound inaulation equ.l to that required to meet. STC of 50 and an impact Bound insulation equal to that r.quired to meet an IT\: ~of 50. ~Show how pen.tr.tions of assemblies for piping electrical device., rece •• ed c.binets. bathtub~. soffits or he.ting. ventll.ting or exhaust duct. sh.ll be B •• led. lined or inJN1.ted or treated to m.intain the required rat1.np. ~Dwelling unit entrance de ora from interior corridors ". -togeth.r with their peri.eter •• als ahall have a ST\: rRtino: of not l •• s than )0. • ) wlrl~ .ethod employed •• ' b) ,S11. .. Of all co~uctor ...... i tchec. circuit break-(::<:.20":3 ~ The followin« circled 1 t_ •• re .ttached \0 ... let YOOl. era. fu ••• and conduita. r A tt201 Ground F.ult Inten1pter Requir_enta. 1!:C202 Kitchen c:) APP"oxim.te len€\h of .erYic. and feed.n. c:c:.·'Z.O....,. lIee.pucl ... EC20) lIec.ptach Spacin«. !C204 Sa1'et)' Cb •• d) Provide plot plan .howing BerYle .... 11 panel ~. 2.0'" lIequir .... nu. 1!:C20S ConatrucUon Sp.cif1cation •• tt206 loc.tiona. circuit .rrangement and lo.d cH.tribu-t£(.. 2~ N.llinl': Schedule. EC208 Sound TranlllllleBion II equirements • tion on panel bu..... ~. tt210 Pire Al.n .... Ee211 Kandicapped RequiuTunta. ~~ .• ) Proyide typical p.nel schedule(.). ~-E3 o fL 0 N l:5"i-l"G' ~I ot'Z-0 t= ?>VI .... ~\ 1I.}c.r lion:, ~4C:; I-lolle 1£;1..1c;..C... ~~~ "'f"'O e6 u<\.IO\:::r1Z-E:M2<>ul\J .. <.. hlo'TIII"" \.,)~;;€\~', <::"r«J.o .... .....a "TO 10..;; V":<\V\O\Ci'U Th. pluu were r.viewed baaed on the 1n!oI'1ll.tion aha"" on , rlJJlll1HIIC ~1:iT'l.. c.,~ O ..... D ..... "' .... "'C.""" the plana. If the plllna Ue in error. or changed durin'!: l1 p1wabing 8hall coaply with 'the 1976 .dition Of •• Unifol'll Pl ..... b1.n.{ Cod •• 50. P1.10t •• burners, h.atine .l .. ants and a.itch •• of _ter heatar. .hall be lS" .boye prag. floor. (Sec:. C-., 1)10) :.-~ Tank tn>e _tar clo .. ta 8hall b. State appro~ed low fluall~. '1/2 Cl'tl. (Title 2_) j-r.-Sh .... _ter heater ~pe and loc.tion on plana. ». Show .ethed of proYidi~ coabu8t1on air to ruel burn-in« _tar heatar. (SK. 1)07) ~how _ter h.-tar clearance fro. ca.bust1ble _11. (Sec. 1)08) ~Pual cDOlbu.Uon _ter heater 8hall not be In.ulle-cl in bath or be-clroo. or in clo •• t opening into be'th or bedro_. (Sec. 1)09) ~ Proyide adeQuata berTier to protect _ter he.ter froe --... nhich daaa.ce. (Sec:. 1)10) ~ Pro..,1d. flow control d.vic •• on shewera. l&va.toq taucets an4 sink t.uceta ~ 118it total flow to • aaxl" N --ot three pllona per 81nute. (Tith 241) conatructlor .. the p.rmi ttee should contac t the Buildl"" ~partment for .porov.l before proceedin,o. Building plana are substanti.lly correct .nd complete. (by. __________________________ ~data. ________ __ Bulldin« p11lN1 would b. aubstantia1lJ' correct and complete if 8inor correction. U. _de. owner or ownerl •• uthorl~a4 ac-ot i -.' I, ' I --------~--------~----------~--~--------~~--~----~--.--- (b~ ~ffi ., -.-,-.. If 5~ eH) , ~ ~ iCY -:;.. t 3 : '3 30 alO,o,~ j a_ --------~i --------------~----------~-~~----~'I9TT~-~------~ , --f 0,-1) .... "".,;- c -' -------=4---~------~~------~--~--------~~~------~'5f_~~' @:~)1V~.;:::lL~ 14_ CI2.,) , " '- ~ 4~ i:" <! ,~~ ..,. .. ~ , ~o Ii) .... , ";;. I ' -. , -----~ -----~ ... --~----------. ------~ ------ ./'" ' . . I ~*" +-11 -.. J .' . ~ ,'-------,----'.' ~.~.-"~\~----------~~~--~{--.. ~ .• - J ........... ____ --<. ___ ~ _ __.,.-------.. _,-__ .-:... _____ .---'-'"'_-'--~_-~_...u_.. _____ _ I I ! 1 ----------~~------------------ -------_.----,---------------- ___ ._~ .. __ i __ . ____ ~ ____________________ __"_ _________ _ --'-...,......--~------------.. -------- -----...:.-----'-----------, ··--;--..:......------.........."rJ --- .. \~'\ ,.,:" .. - ----...:...-.-~------~--------------------------------.-- e· 1 .. ' .. ---,:~,-"""", " --';'~""'--U{Q/,:)*4 0 ·6.R:.~ tit; , Pc. ': ~1 ,~i; , '~'-.,~ :' , " Jo.r:a~ " , , -:,: _. 7;. ct'J-/: .. <6911..-• ao~ . I-" d' , ' -'/ ---e ,-~ , ,)t), ---:;,7~~--4==+------(-~tT---~---"'~''¥~~ @. tt ~ .:.1 _________ ~I 'ff'~~~~----~--~~----~~~'~----'~~~'~~~~~-~'-'-~-~~~~~' ----r .... ~'), '@, i 0 :: 'k 1 fr1~; ~ ~ \~ ':, ~ ~ ...:...::--..... ' ---i~------~~~~~ -I, t ________ ~ ________________________ ~~~~~~1------~--------------~------ ',~ .- " \ -, -... ",~, ", , , ",.' . <. ; .~ Ij ¥t. <!f p)~", =l-o,4("() ._2-t1;~ . I r%1~~~~~~~----1 I _ -_ ---I -_ -- ~------~----------------------~--------~---------------- 1 t -. i I . . , : --·4t'-!----~!----------~------~--------------~~------~-----1 .-.---------_ .. _<--------------.----.----~--<.-. ----_. - =--~I------==~ -. , _._._-=====---~~=-~~. =- 1 ; I I ---. ---~----.' ,--" -----~ i -------' ! ; -~.-.---- I . --' ---_ ... - , 1 ' . I , I , - ===--=~=-• I . ---.. -.. - _ ... _ .... -f"I .. _ ' ---- ~ i -----' ---_ .. , ".----~-.:.....-- ~. ESGIL CORPORATION PLAN PICK UP AND PLAN RETURN RECEIPT Jurisdiction Of CHIL.L,S \~f.)O Da te __ ~-.!./_&'-L.l-:...~_\ ___ _ Number of Plans Picked Up This Date For Plan Check Nos. Initial Plans Picked Up Plan This Date Check ---~-~------- Plan Check Nos. Plans Delivered Plan This Date Approved ~-:t~3 -._--> -------.--- Number of Plans Delivered This Date I For Recheck Comments Date Plan ~vork Days Corrections Picked Up From' Plan Required For Plan Check Pick Up To Return /Vlll7./Ci )L /J • ,I.} • Nt;9 , C-t'hc-1 ~--~ ';tl.--' r. .~. ...,.,~' .,C.! )./ 1-J ! (A..I ,,",:, I , ... ;;. ,(~j ( -h 1;::''1. ,p,,;" /,j", f I .,'( {' /(~) ·i' f ~ i f , , ' I " ~r;-V ~ >'''''' ,/.~:' 'I if II ' ,f;""" :'" .:-::" \, ,;' V 1/ ' '''1''/ c·le J U!.I I, ~ .. ". ""''11: $Oi(..,. ~.. ,J.. !~, .0" J ;.::.. ) ~,"". /"""" ..... ',...-..,. ~ "'-? V< , ) I f l"-/ J:-~./ ,~ ___ "~, .. "'~ <~~>t J " " / Concurrence Jurisdiction Official by: ____________________ ~Date ________ __ I I INTERDEPARTMENTAL INFORMATION SHEET BUIL~ING ADDRESS: DeEIVED ~t.L/. "EO 4: 1180 ~UILDING DEPARTMENT PLANNING DEPARTMENT~~r ZONE (2n ... VV\ LOT sIZE ________ LoT WIDTH _______ _ UNITS ALLOWED _________ ~r----UNITS PROVIDED~I----~~~----~ARKING SPACES REQUIRED ~~~~~~----------PROVIDED---~J1T~~~~----- .% COVERAGE ALLOWED ___ ;(Jlr--..Ll ______ PROVIDE.D ____ V'Z---"' _____ _ BUILDING HEIGHT ALLOWED PROVIDE,D -----------,C\--I FRONT SETBACK: SIDE SETBACK: REAR SETBACK: \10 ALLOWED -p,~ PROVIDED (V~ INTRUSIONS ----- ott LANDSCAPE & IRRIGATION PLAN COMMENTS: . '/Vl Rrfi ENVIRONMENTAL PROTECTION REQ: ENGINEERING DEPARTMENTCI/~~' R. O. W. INDUSTRI:L WAs4E IMPR!OVEMENTS SEWER CONNECTION £Pu'; ~5q_~(/bbRIVEWAY LOCATIONS ------- GRADING PERMIT EASEMENTS DRAINAGE -------------------------. LEGAL DESCRIPTION --~~~~~--~~~~~~~~----------------~ ADDITIONAL COMMENTS~~~~~~~~~~~~~~~ __________ ~Cf~-~~~·~~·~ ~ DATE -----------f6~ ~ ~ ~ I--, , '?>c, t/--DEPARTMENT " OK TO ISSUE: ..JATER DEPARTMENT ;:r-~.r'771 ~QUIREMENTS OF APPROPRIATE DISTRICTS MET / DAT~ '77 "L$ R~ u;\ot~~r-, ---• ~,/~i-:~I0-- gfrC(5 5 \ INTERDEPARTMENTAL .INFORHAl'IO-N SlIEET ~ ()Iu,'0~ BUILDING DEPARtMENT C; 1 \ 6 / .. . . DATE :-~~II!----b1_-~8:......!1 ____ _ BUILDING ADDRESS: _ NF\Vf\'f2..l2-A ~ II BYC6, CcsN06 (ftvIS\ ON) , PLANNING DEPARTMENT ZONE~~ _____________ LOT sIZE _________________ LOT WIDTH ______________ ~~ / UNITS ALLOWED ________________ ~~ __ U~ITS PROVIDED ________________ ~~ ____ _ PARKING SPACES REQUIRED PROVIDED ------~------------------------------~~ %CO~ERAGE ALLOWED ________________ -----PROVIDED BUi;-It!).JNG HEIGHT ALLOWED PROVIDED --------------------- FRONT SETBACK: SIDE SETBACK: REAR SE',L'BAC.K. ALLOWED ------------- PROVIDED ~..".-~------- -. ---I N'T R U.s I ON S LAND S9APE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: _~-=~~=~~_~~~~-~~ _________ .~: ________ ~~~ ____ ~ , (1fi ~ OK TO ISSUE: ~. -,.,.. .... -_-'---~.-,---___ DATE £-t IlJ .• . ...... -... , ---"~-"---- ,,!-• )ENGINEERING DEPARTMENT R.O.W. __________ INDUSTRIAL WASTE _____________ IMP ROVEMENT S __ ~,--______ ~_ :kt- SEWER CONNECTION GRADING PERMIT DRIVEWAY LOCATIONS ------------E-A-SEMENTS ______ ~ ____ ~~~~~=-D-R~A-I-N-A-G-E=========~~~!I LEGAL DESCRIPTION ________ ~ ________________ ~ _______ --__ --------~------ ADDITIONAL OK TO ISSUE DATE FIRE nlPARTMENT -, ~ - -----~------~~ ~-~1+-------"-'-t---t-f-/111 PWI ________ OK TO FINAL~~~~ tv SPRIUK-~ING SYSTEM FIRE PROTECTION EQUIP 0 ____________ --,-_ FIRE ALARMS EXITS -------------------~------~--- FIRE HYDRANTS LOCATION --------------------------------------~----~~----- AK.II,tONAL COMMENTS t)r~O ISSUE: ________ DATE ____ ~ _______ OK TO FINAL ___________ DATE ____ ~_ ~~==================================~======-==============~==== WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET _____ ~ _____ DATE ______________ _ Mark [!J , G)" [£J " G UJ Gj] GJ WI " GJ (1) "--"- SHEAR PANEL SrHEOULE OESeR I PTI ON Pounds_ Per Foot , , ~.A. City Denotes 3/S" structural ~I plyw~d nailed around the perimeter " of each slwet w 1 th 'Sd at 4" o.c. and at int~rmediate supports with 8d @ 12" o.c. Block all edges with 2x4 flat b lockl ng. 360 Stagger Joints. 511'1 bolts' 'shall be 1/2" Ijl @ 24" O,C. or 5/8" cp,@,36" o.,c. (Or 16d s'i 11 nails @ 4". o.c. @ wood floors.) L...._ "., " Denotes' 3/8" 'structural til plywood same as rru except perimeter, na I JJ-Rg shall be 8'd @'2, 1/2"o.c. S I II bqlts shall 53,0 be 1/2" ~ @ ,16" o.C. ot 5/B" ~ @ '24", o.,c. " , - (Or l6d sill na i 1 s @ 2!" O.c. @ wood floors.) " .. " , ,0 Denotes 3/8" structural plywood t.O same as tAl' exceot 600 with oerimeter nai I. ing sha 1'1 be Sd @ 2" o~c. ' S ttl', bo t fs shall be 3x 5/8"'<f> at 24" p.c. -boundary (Or ,16d 511 r nai'ls @ 211: o. c ."@ wood: fl 00 r.'S ~ ), .. .. . .. , Denotes 1/2" structural 111 plywood same· as (!J e,xcept ' . ,perimeter na i 1.1 n9 shal,l be 10d at 2" o.c. and Intermediate 7,30 with na iIi ng shal I be lOd @ 12" o.c~ Sf II, bolts shal I be 5/811 \> 3x at 24" o.c.(Or l6d si-1l na lis, @ 2" O.c. @ wood floors.~ boundary f', -.. --...... ,J , , , Denotes 1/211 drywa'i I nal led at al I. studs, to!?'and bottom 100 plates 'with 5d cool,er, na.t I s 'at 7" o.c. S t " bo,lt:; sha'i t-be 1/2" q, @ 6' -0" O.c. . , Same as [) except 5d cooler nal Is at il" o. c. 125 " '-.. , ,., ", . !'lenotes I /2" .dryw~ I I with 2x4 flat b I'ock lng', at al-! edges and 125 na II ed at all studs,top and bottom plates and blockIng ,wIth, 5d , cooler nal'I s at 7" o~c •• ,Si I I bolts shal I be, I /2"cj)~ 5 1,-6" o. c. Same tIl except'5dcooler na tis "at 4" o.c. ' ' I!?O as Denotes 5/8" drywal I with 2x4 fl cit' b lockt og at all edges ,and nailed at 'all studs" top and bottom plates and bl,ocktng, with I.?? . 6d cooler na T I·s <;It 4" o.c. st 1'1 bolts sha II be. 1/2" ,q, 5'-0" d.c. Sill nailing or ,b.ol ting as noted is maximum design requirement. Nai.ling or bol t'ing as indicated in cales.; are actual 'reqUirement·s U.B.C~ 360 ( 1.2):: 432 ., 530( I .2) = 636 6'rOCI.2):z 732 870(9)= 783 100 125 125 150 ,175 . . . ·and may be used when s'o indica'ted., " ' 3x boundary members may consist of 2-2x l;11~mbers -with l~d at.24" o~c. Sheathing nailing shall ~~_~~~ggered on d6ubl_e __ m_e_m_b_e __ r __ s_.~ __ ~ __ ~----.. -~--- Mark Gl Gl SHEAR PANEL SCHEDULE Pounds P~"':-'Foot Description ~.A. City U.S.C. Denotes 3/8" gypsum lath nafl to all studs top and bottqh plates and block I ng with 13 gal)ge I'~ 1/8" , long. f 9/64 tI t)ead ,plaster board blued ntll Is spaced ,5" 'o.c. SI II bolts shall 'be 1/2 ~ @ 6' -0" <;>.c. '" Same as rn except I-layer of plywood each face of studs. Use \' 3x 'boundary members min. Si"11 bolts sh,all be -i"1 <p @ 12" O.c. or 5/8 1 ~.'@ 18" O.c. 9r..2/4.~',@ 24",O~~_ .. (Or 16d ~!11 nails,( @ 2" o. c. @ wood f 1 00 rs .. 2 ,.. , , lOP '. Same as' lliJ' . except I-layer of ph/wooq each face of studs. Use' 530(2). 3xP9,1illdary Members min. SI II. bolts ~hall be 5/8"~ @ 12" O.c. 1060 or 3/4"-d> @ 16." O.c. (Or 16d 5111 nai1s @ li"·o.c •. @ wood floors.) S'ame as © except I-I ayer Of p' ywood each face of studs. Use 3x" boundary Members ml·n •. Sf IiI bolts shall be '3/4,j t @ 14" O.c. (Or ,20d,sl1l nai1s @ HI! O.c. @ wood. floors.) " Same'as ~ except I-layer of plywood each face of studs. Use 3x bound~ry Me,!,bers mi·n.·.-5il·' bolts shall ,be '3/4"'; @ 12" o.c. (Or' 30d s'I·11 nails @ HII O.c. @ wood floors.) . 600(2)= 1200· 730(2)=' 1460, " Denotes stucco "21th which shal·! be. s~cured with 16 ~auge sta~'les havi·ng 7/8" long legs or I f'gauge 1··112 long, with 7/16" diameter 1.80 head nalls; na.fJed aT,61! o.c. to at I studs,. top and bottom plates· and blockIng. ·sn I bolts ,shal' be 1/2." cj>. at 5'-0" o.,c •. · , . Denotes -"Davis Walker'" -stucco' lath which shall be secured with .1·6 ,gauge staples havl.ng 7/8" long legs stispled @ 3'" o~c. to top' ·and bottom and edge of stucco ·I,ath. Staple to Intermediate' studs 325 s~al" be 6" o.c. Where weep screed occur 6~ galv. lox na,lls having .1-·1/8" min. penetratlon may be substItuted for 16 gauge sta'ples at same spacing <R.R."823) '5i I r ,bolts, shall be 1/2"it @ 2'-8" o~c:. or ~/811t @ 4'-0" O.C. ,. Denotes 2-layers of 5/8" dryw~11 one side of wal I wfth 2x4 flat b I ocki ng at a (I edges. Sase pI y sha" have 6d' cool er na II s ~t 9" o.c,. Face .ply shai I h,ave 8d cooler nails at 7" o.c. naf led at a'il stlJds" ·top and bottom pl,ates and blockIng. S·t II bolts s~al I be 1/2" 4> @ 40" o.c. (Or .. 16d sill naqs @ 611 o.c •. @ wood floors.l_ -....-.'--_ .. '250 : 100 432(2)= 864 636(2·)= 1272 732(2)= 1464 }83(2)= 1566 ' .180 325 250 . Sill nailing or bolting as noted is maximum 'design requ,ir.~ment. , Nailing or bolting as indicated in calcs .• are actual .requ1rements , and may be used when' 'so indi?ated. , .. . . " 3xbotmdary members may COn-S1St of 2-2x,members wlth,16d at 24. o.c. Sheathing nailing shall be staggered on doubl~ members. '-" .' t. ENGINEERS Date}.bl). $ 'ao_ Job No. ISo 3320 W. Manchester Blvd. -Inglewood, California , Designer W &_, _ CoNG, TIt€: 7 1,0 ~ I.J Pf.."C-J Woc:;O Z-) J S'" ;..J:~,L,.1' /)/~w41A.- C.CNC,·77'-G -=. Cj,O )/z'1 pLLjWtJoO. ~ /. S" "--_ .. ----. }.. , ~t.·S ~ 21S' / J,.J$.r..J (",. I PP--jWAu.,.. D. t,., .:: J f&,~:O (...'(...I~ ~ta ~s{;if,~1- .... Fu.), pLa.. ~ J. S- tel-Sib !.lp(..~ VJO;?t? :!. 0,5 .JofS ~ ~ 3,$' [)(l..{,.f WA-U... ~ '2, S , ... ....- p.L . .: l}tO L,t..~ 40,0 .J).L, ~ J 710 L.Lj:t 10.0 --5? 11-1 [/tTl- AE:x-o ... 7cX -= 3,0 5J'B '-t p~ lJ~..?:. 2.0 ,JOIST'S :. 4rO OfA( tv" A U,...-~:2 I 5 ~ /NSrJ£." ":Il' 01 £_ . w / sn.x:.c.c. Sorp1T- 1'2.10 (POtO '124Fif1"'- D,L, ~ (7,0 t. .("'; ~~ 00 t 0 sf ('~ 77 ~tPr"4-r,-.. SheeLl!.l_ (' ,_ " Date }.bi). $ It50 Job No. ISo ENGINEERS .\.', Designer /JJ If.;" 3320 W. Manchester Blvd. -Inglewood, Cali forma Job a&-tJtJIT (wOO -~t2-1 ~~!A-tJ -Lit'" ~ /~I)l, C,OIVG, TIL. €: ':::: q I 0 JIz "I pt;C.1 WtJoO ~ "/. S" /ZA'Pf'C:/L S ~ '2! S" I~S(.) L,.... ;r'-, ~ 0. s e>I:MtWAU..,.. l:. 2, S D.l..,!:: J~~o (../~,I;-~!.o '-Ui;f1- t:8L. SIt> "Pt.vl WooD e. B,5 .JO(G T5. ;; ~,S [)fU1IN~ ~'2IS _ 'iI* p.(. . .: I}·o L.l.~ 40,0 --- isrllcc.o &OPP'/T .P.~, -:: 17,0 L,L,~ 40.0 --' , $711IFT1- Pt;:X-O-TC-X --~10 SJB ~ pL,4f ~-..b~.?:. :2 to JoiSTS ~ 410 J)l~f fI.J,4u.; .,,:2 I 5' I .... ' _ \."Iv, ... ~ OIS ---/ '2.,e;> 00.0 -,iit;r~ D,(", ~ 17,0 1,.(." t'; v;O,O -7""" 7""'" -:tH-r"ip,l- Edwaui 9. £c.afle. .. ENGINEERS 3320 W. Manchester Blvd -Inglewood, Califorma CONe. TItE: -:::" 1,0 }S. 'I PL'1 /,A)C>ts() ;:.. ) I ~ JZ-A~t~ ~ZIS, c.L.b) JQ( 51'S. '2 :2. ,0 J NS,<J f.,..'; r J ~.~ DrJv{wA("t... ~ ~I'S -$~ P,t. ,-:.:. 18,0 CroNe· T7L€: ~ q,o f2'1 pit/wOoD ~ /. S" , /ZA-pr-e:fL.S. ~ 21 S ' I A)$r..) (.... • 't: 0. S OP--twAi..t... ~:2, S D.L.. ~ }f.c..o L,..( ... , ~ ?tl! 0 '%~~~ -. -" ttJ/s rvCc.o bOPflT PoL, -; 17.0 Ld .... " 40.0 _ 70 ~ .fi:."')1f I FT ~ PeX-o-TC-X "" 3,0 Sj'e, .., pv~ ~v~;;r:. 2,0 JoiSTS ~ 410 ~ J)f:.i,1 tv Au.... ., , :2 I S /N$IJ(,. ~ 0, S -- w!SrT,x.£-O SOFF-IT D,t., ~ 17,Q t..t,.,;:o. /pO, 0 -7-7-'¥iFr1- Date /IbiJ. $ I f:O Job No. ISo Designer w,f,;, /(1 ,~-~ SheetlI:LcL _ -_ 1/-•• , . DEC 30 1980J Edwaul9. SeralL. ~~\\riJ\y~' . Date~t:l80 0- F.NGINEERS l\ 1\ Job No .. -L_~~--=~ 1.- . . D signe . W,.{:, , 3320 W. Manchester Blvd. -Inglewood, Cahforma . e. r:~~_ UIJ!I.! -: (~P'-!<::~.':-t!.~;j;L P~Sf#1 (ep)z. S4/4-t ()./i.M . .z. 34-( q.. C~);:. "2.13/2.' ~ !>L_t:!~i ~T-~OMJ .. ,..,. W'MA..~ I S (~)(~ )(3)~?-1 CPo p~, e 17(1-.'S)(~) C$.) ~~J_ -?U>J ~--orr-_"... ""2. ?oIl S I #= 11k .,.\ ... UN-tr 2.. -I~ F<.rt};., -/)J~ 0 -.,--"'---------_.-"" ....... -........ -...... -~~ f.:a (o"4(~,s) ~ ICoCe>O·. O\Td'~ \ ~ $P(oO(I~) ~ } '1'17-0 I #" $.!;:._1'1~2 ~ 1743 .. P.l-. ~({.J. McM I ... 2.1) wAU.~ I «1~(Z.S)(I;tS) e ~ #' \~~~/l 'Pz ~q..($n'5);2. ~8'1 t" 0;''' \#1.'-:'" ?'6\~ (1'4. .. ) ~ 4S~f~ \4\.., ~ ~tS.T .M~M l WA.u;~)S(~)(S.fS'X'7.tf;i) .: ... 5:t1"<1~ . 40gn yr epc' . . 4'"' Shee~of_ ENGINEERS 3320 W. Manchester Blvd. -Inglewood, Californict U f.J ( r J S-- / .. €If/;.I2--wAiA... lil -~ .... --:;-...:::--=:;:::.~~~ .. ~.......::..=--~--~ . ?= S4,S' ~- C>~Ti"'" ' "'" "'S-41~-( \1-") ~ (::;Sf CO (~ t>i\..ll2.~t~i M014! ~VAM..vt-·!S"(li-Xq)(4/S);; 12.410 t«-~ ~ l2..(S)::," (~)( 4(5) :e ~~ ~(~) -. -g38'4- --'S73f ~ Tir' . U;J IT' 1-(':' --J £I rt...P-t -NA-/A..... c§j ~. ....---.,,~ ---------..-.-.::-~":-.""::;:.. p~ 411 C 4) ~ 1G:-44-# O;'-IM. ~ \h4-4Cr,-)~ \t:Il'2.e.r Ht 1>.t..., ~~ { ~T· tv! () (.vi\. ! . ·wMll-.... \$C"l .. o)(4)6-)~ 2..~ ___ . \7~?-&}4f- vtJ IT c.k>:-I s.r .p~f -L\J.A().-JA"" ---:-:;: ~. • =--:; ... -----.. :.;:=:..::.:=.. .. ~.;;::.;,..-:..;.-~ f~ 44O~IS) ~. \S40~ . "\1"tM, ~ \S40 (11.').z. '~430)olt '() .Lt (l.~ t~:T > MllM J 1JJPM.-;.lS'('f..O)(?\s)(\n'S) -:: }&:-,g 1ZA'~~ IbQo,~X~"S)~}'):s) ::: \0'1.,,\ ~ I -.;.l$l)(!>,s)(rn-s) C 4,,- D2G.~ ~ \( (q.)(m(~fWn)) ~ <tf~ _._ -~tS" -.~\ ,\-"Io~'~ $ tJ \~ .~:... .t';t.r-~(L j __ -If::! ~\·~.ill __ p~ '$~O~ ~ O:T-tM ~ S~Ol (l1..)~ (p~S4-/~ • Q(,. (tt.";$.1, ,vtt}M, . . . r--.:J\5f z \~ ((oSler) 6ni\ .... ~ 0-0 . tv AiA.-~ 1 'S"C'W,(S) ("l..'l J:::;. '>1S'() rUt! ~ \\ (If (S')(~,s) ~ 4 fJ~.,-,.:J/.. -Gtrl.~ I"IT. Date Ptr., ~/8$. Job No .. ~./..::...·S1:)-=--__ \If-~ ~IMfSb~ rw ... , .... SJM fJ$ofJ \#I Ito .... s- eoC,.J- Sheet ® of. __ J..... J. Job F ENGINEERS 3320 W. Manchester Blvd. -Inglewood, California. bV~AAH."," 'O~ll1~ ~AO~ ~4t/Wf P ~ U> (,IS) 'Z. IS. (e q'" SfAe1~ ') M~ is' (4~~)'a c;$2..s k\~ , .!.," .... 'Date 'r::eel 2~{aO Job No . ."..I> 6:.:'Sb:.;:;:::' =---_ Designer fU I B, ," ':?/~ '2.)( -z..; e.. qft ~ft)C. Pte, , • 2-~J..ttlffi.S . . P~PI~ , . J Il ,~D6C 3 0 l~O &1wa>ui 9. 5~ (p t\~tl~te~:Bo ENGINEERS· . I W Job NO . ....L_.=.:.= __ 3320 W. Manchester Blvd. -Inglewood, California Designer: iV, ~, , Job -J)tJr:?" 'C()/IJ()().,"~~.. _ ~AtJ ...:. A-eo ' /Jk. UAJ/T 1-/~PLf<.-,'-WA-tr<.lj) , === .. ~ ... -=~-=~";:~~~-::::..---~ .. ~);-" > p~SltPt (tp)z. ?>4! q-t OtTlM.~ 3+( 4--(t».:. ~731 z..1*- P.L,i€:$\ ~f;!I1QM I WA1..{.z:,. -I S (~)(~)(~)~'~lwO ~I t: J7(f.'s)(~)(?i) ~3~':L.. -- --!U'>J --~ ;:;=) s=f1l:: ~" () tJ 1'1 2, -'; ~ ef::L~! -: iAJ.~~ . pz (o~4('2.'$')~ /Co(Po+ C)'lt M \ -;,. t&eoO(It.) ~ I '1~'U> 1ft P.t.. tustc.>" ~M I wAlLlt, \ )(i~(Z.S)(I"tS) ~ _ ~ .-#c- " \~~S"/I pz (pG,q."(5i1'5)~ ~t g-. ~.Id·'" 1:-, ~~\ t (r}.-l, ,-a. 4S61£. \>,\.1 J2:-~'$.1 ~T ~~M 1> _ . ' lVA:U---.:. ) S-('2.<;:1.)($.~",S~1 t9.~~, 4'l~ ... rt . . 4~S) -. '.' . ">, , : '.-' ~' -: .. ," ·.:sIMf$~ _ M!!"-7 " -, ' ,',6()C Sh~et...C!:L-O::l...o-f ;:.......' _ ENGINEERS' 332{) W. Mdnchester Bivd. -'inglewood, California U tv (r / S--I £rf1:.tL -wAtA.. .() ~:;'--"'-~':"'""--... ~---:; -~:;::c::.~.~~-;~':"";'--.... -, :P:::·S4'lS~ , I~ D,T~M .... ~4')S-(t?-)~ 0Sf.tX:> t>,t..-t (U;$.tt;:Ti ~ ! . tMA'VL~lS-(Ii-:Xq){~tS) ~ 12.-1:10 ~~ @:. 1l.0;):-(~)(~i) & "ldi4 ,~ 7-( 7,..'> ' ~~t 4- $73u;nr UtJfi ~G:t -JfI~, -vJ.AR..@ -.-. ,.. , ..---.. ---.. -~..- p~ 4-\\ C 4) ~ 1(..44-1f' o;-r IMI = '''4-4 Crb)~ 1 ~/z.-f> f * 'D.Ldt.C;.tST.MOM! 1NMt\-; t5C'U1~4)(~):/:.. 2-40:?_~. \7 ~?-&I~ ",,---:--~--- ~ ~':-f~ t:...~~ ~A~®=' F.z. 4+0(~S'} ~. \S'lo • ... " "D.Ld2.~fs:r. i'4.kM l' VJ~{A:~ ~S'"('"M:>)(~'S')6 ;l's) ~ I g~g f2POf-~ Ib~o,sX~s'X!ns.)--:: ,0'1.'\:-;",~"",,< f~ ~ ~ l \ (l)($tS)(1."1'S) ~ 411- ~c.~ ~ 11 (q.)Cm(~~/l'S) ~ <tl~ ~., , . -~1S' -T~·lo(PS-'" \JtJ\U~ =1~.Lt.f2-, __ :::~~~~&-= p~ 'S~OI ~ O.'fItV! ~ S,">o,! Ci1.)~ ~3fr.,84J~ Qt.., {l.tSl S'f. MC;;M.. , fLeer ~ \ ~ ((os') tr) ('1.; f\ ~ u aa> \NAV\.-~ t~CU:»($')(~,t'l)~ 31$\') r-'{$.t ~ n (t) Cs)(~·;r') =-(Hi~--.-:JI.. If.~t ~J"'I1 - Date ~/3(./ $0 Job No. 1'SO , . "t ' S~M fJS.o";"!' 'H-O-~ I.t VI <StMf$:ON M"~S aoe;.; , Sheet C9 '01--f _ Job ,p .1', ENGINEERS 3320 W. Mdnchester Blvd. -Inglewooc( California ~U~~ P-A:H ..... O~l e:,N ~,4" $ '~./m p~ ~ (,is) ~lS~ (e &If'4 SPAC1~) M:-\S (4-~~)~ CoSl.$ l\:~ . ' ...... , * .. :; , Date ~, 2~ 4!sO ,lob No,~/-,=,:5b--,": __ Designer , tu ( &, '2 -20&f MlrfL..S pfi!2,. Pl~ , I ' .' t>~1 ~ ~ _~f __ p'p.p . --~ -~-~ .~ ENGINEERS 3320 W. Manchester Blvd. -Inglewood, California p~ )(O5( ~) <.. Lett-> ~ X'2.-?j;;,,1! ) I L,U!~~. ___ q.' __ i:>p?!L M ,., '2-~ 8 Cl) ~ 2. tb' #- £,"\ f.)L.~. ~ II ().~~~)~ ~ S~ (.~:t! i:>S' ?Av :;" l 'SO (~) ~ 30-0 (I) z ~.6J.'> ~~9 i -:;;~~. -----.-~-~----------~ ~-- p~ 2t'O(~~" 4'1 (.. -t'!:> / 1-4f: Designer /Ai I B... . ~9.~ (3 "f (.eNC-IJ!.,t. K.. I .# if· e t~"0~0, pfA'~AA~<' . ( -lid'x;" I PC) $~-!l. ~ f2eQ:!; t~~ Shee of __ _ IKSl f:::t 0 ~-_f~_ ENGINEERS 3320 W. Manchester Blvd. -lnglewood, Califorma p~. 7·:~rs (Y"..)~ ~ f>~ *- Xc '~V? ll-'\l(.;l! 8'1 ~, i/!. sl~~Cn '):z 4-1 0 (,~?) ~ \~l .p~:z. 150 (4) . ~ '~O'D (7-) z. ~2cro \Oi'o" I~~I'"*' ~n .. I 1?tlws.1" ~.=::--::::::::--~--..:...~.:--=~ -:.-..•• - ?~ (P'6~{'l-I~~e 1&,7 -311 4 I#(:- ~ I Fte1cntMj~ It:lIO G4-) e 90 t;f-<: &.88 Date IiJdJI2C::/80 Job No. I~'i Designer W I B" USb \2..\.I,X 4-'-0'1 pw .0 Sf 1-!of ~A.fC; $~(f!L ~~ !/ f:fl.&l.rt ~ , -/2..,w, Sheet<Y 01 __ _ Job 7 2 l:ff 1 ENGINEERS ~ .. ·l!;:'~;,:.-· .. 3320 W. Manchester Blvd. -Inglewood, CciHorruo Date ).bv#2..t. ! 80 TohNo. /s:D Designer tv,8, s ;). .~!4-$'(IL G~-') . .s /"X ---.~-, z-\;~~+1f//(>l.-;...L~ 1!>\l.".~&;7 . . -, ~ -~ - ~~I\J OF WAVl--2-~ Aio11Vt::--f3A-Se: _: ;l * ~:;:= .-...----..;...-_~:s...= ~ ~ ~r wA«- R.;~~~Pt~~~ .~~ ~;/St\~~' ;;;!.. \{,o'j _ (. It;) .. =-l~ ..-) , "2! \-1. ~ et.tr ~ H $ C~) '.:2. 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Il... \3P4.f 1~ ~.~ttE,o Date'~, ___ _ JbN' \~, o 0.,-,-, ~ __ Designer W.8. I " \ b'i c,!)"x ~ et.\l-• ~ beS1fQ~v# 11&<\ ~~.A ~X";:L Ce>jVC.l : U$€-{';;!."t/i (pic(, t,( Pitt) f2. /Wj Sheeti1ELof_ ENGINEERS 3320 W. Manchester Blvd, -I~glewood, California Stot{.... ~&V~· ....• _:t: -~--~-....,;- e 2. S ISS' -3. 'C.. S "2. 2,~ l 1+oJt..J'a , 7r}~v s T ~~==:""''''--~',- ,+£...(.Dl..J. ~crloAJ "i:,. Z~4-f.? 0 4-) ~ q~f3" ~ z.~ ~f; .;I- nate Abu,2.8. ~Q Job No. ISO De~ign~t /&1&' ·v.s~ f'" ~S,J.A'& o#- ,Z-"XI'l-"'- Sfk:/f:1a IU::V/ - 1< •• ENG~RS 3320 W. Ma~E;ster Blvd. -Inglewood, California t~z: ~o(?:>2 z t?$' +f- ~ -~.---~~~-1; ./ /. .PL-$l ~ tJ OF ~':~",f:.1- M--\;S(t;) :::: 11S'" ~ 8"" CC;;fVe.~ f3;L./t:-. ~~ <!! 2. t!f ~r~ .Op::. .§?~'~:L :: J II .2.J/r ,I::" (,,14-. '23;; '~F). 7 ~ ~ M ~ \ ?:sC,.~~,".J~ -~7 -+tltJ1-'. ~:C3.-t) 1... . oJ • ~~e.:~;.oe;L~. 1£~.~o ... \ .' 8't~£el.-t..~ -:a. (I,C?) ~ c..-;a.t. "C3~) ~ 1.1. . 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Sira/u., ", " ' , '., ,": . ,.-, /"( ',.' ,~~ ',' :' ,.' '-~. ',,' .', ,".,:., "" . ,J~20 W. }Vf:ln.?hester· Bhrd. -'rl?-glewo~d; Ccliform6.' ," '.:, ' jQb"'~.rr~Oo_ ........ ~-GQ$,~ .. " " '. " ..... ' ;-: ~ ~ ,.., ' ~ '. ; . . , ' . . , --? ~... .-.. ' .... .' > ' . ~~ ~. '. --, ... ~ .,. . " . .' ~ -.,' : .,-,,: -~.' --"'. -':.! -- ; . ' :!~ : -" . , ". ~ . '.' . ~ ~ , ' . . -. .. ' ,,~, ; . . ... . ;.--~ >, ."'-, -~. : " , .~. '. - 's .' , " •• • j ~.' _ .. • .j. 'c .... ' .. ~ ,-, < " '-' . 1t' .' " ,.,,';; Date ~.r'1taQ . Job ·No . ._-'=$O..=....,------- _33~O W. 'Mo:hchestet Blvd. ~ Inglewood, California: ~SM.tC;· " . '. ~p 7-·f~(h.\(4tt~) i B'~4-p~ -,e ti..Oo~S)(40) 2. 4W1-0 ~.M-L~ I<S(4) (q?» 2.\~ ..... v z. \S(4)(~) .':I~ '26'!SO , ~ ~,·~lY(~)C3o,.) ~3S10.. . ~~16! flo) 2.(,,0$"0. * . . , :wMA--® ,~~~V;~~ ., " ~ . S<e>L-<; Mlc.. ~ . . . U:> ito f>'l,oM~'. ". ~~""'I:...cz. .. )? 177<l1 '. lV4-U,... t:.,/S(4-)(tpb) ~ ~ . .. . 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Date Jlbu.t88C J~b No:' lao .. , l5e!;ligner,' Vd IB.~ .:- , , -,\., -" --'- ,~ , ,'... "-' . '. . . -. . . ... ••• J , , ,., ~ ~ -. ,". ~+' ,::. •• • " ", ~ \'1 ~~,~; , , , ,&kra~g..' ~aalL ' . f;NGINmiS' " , , 3~2(j, W. ~an~he$t~i Blvq, ~ Ingl~w<5qdj.'O:tlifomia ,', ' " , ,. . -,', • ,>'. •. 'J9h~' ·\T ,t~·~", ~" ,~- : #,.-.: 11 Dat~Nbv ~,t 7'66, ' . Job 'No, \w ' , .' <. ' ; ¥: '~,' t •• < " ,-' , , ~ < ,J-,:., ; .• ". : ,. -, • " ' J. ; r' t .,' . <, < " ..... 't" '-,,~\ ' . ,I,. " ., , .. : /A}AW (S:? ~~r.10 " ; .• ~. ' ;;: ;~;,::z...~"-~~:,=_,:-,,,-. '. 77U1' WloX/~ ;-'1:. .i8S .4~ $1$4- " ~I,C>.; i ~;;z:. .?-3~'P (e)~CI4).l . 3> C'l.f( ~:;;;-" ;~5 (LTi) : 4-14~ . , , 'Ai-T~ ~ ~', ~b~a 4¥/;;?';' , .. ' '. IO-,ff,' . " . . ,'( . . . ~6\~At::iS.:"" 1I/1rt:...L ?.01.;.o2, 'C. 2' +' a <2,....,' _ J'Z7 /,/'I:l. , '. . . "JSJ.'!l;. "'T" -~~ .;..'~ I,;;..., -/~ ,'" I~ . ~..(;tf;-'~bAM' ", . '.. . ' : , .' '-·--;:;;-";;;;"/~~'M1,.d ., iZfjfj£~ ~~~sq . .' . . . . ¢C~) (IIS3): , ~pA" Jt,1~ . " ' ... ,~. ~ '~':i~(~:d~)'(i~~ .4-~ : -, . " ." ,'>'," , . . . :~. , " , . , . "', ' , . ~ . ",' .. " --........ ' . . . . .. . . , .. - '-" " ..... r , ," ,..--. , " , . .J VS& j-. J.11.it!/~~ , ·::X'2..,1f (;4>.~.' ... tlilt4"l:.'lY1 ~ '. ·yJ!i-lr~ 5' . .' ,#t;/Llii/:Ii$;p ,.. . " ',~~N1" •• J. .f' ... '10·-,'" '.; • .' • 1- , . " / ... ~ ,.' ' .. ';'.' .... - " .. ,~ . ~t ,.' , , .. c ............... .../,' .. · ... '·~',;..-;;~~7/ ' .-::,1, -(. ,'t' • , ~ , ';, .- _ ....... ---_ .. _,,_ .... - ~ ---~----- ,', "~I _,', I . I " ... I"'\J SOIL & FOUNDATION [g]. ALPHA L~BORATORIES, 'NC. ~ " ENGINEERING & CONSULTATION 7895 CO~Voy COURT • SAN DIEGO • CALIFORNIA 92",· (714) 292·0660 LETTER OF TRANSMITTAL Date: May 20, 1981 To: Kri kori an Enterpri ses 2850 Pio Picot Suite Jqb. No:~2~90~4-=--______ .,..-_ Car]sp~q, CA 920Q8 Project: Fa i' rway So u th Condom i n i urn Project, Navarra Drive, ~a Costa, 'calJfornia Attention:.,..--_-:-r--,.,. ,....,..,....-.._.,.......,..,---:-______ ..,..,.., ____ -~--~- Gentl~men: We are sending to herewith o per your request o soil reports 13 Plot plans c;:J under separate cover o per the request of...;"'--_____ ---,. ____ - 13 Calculations o Proposals o Cllrrespondence 0 Contract Documents rn Results of mo isture tests performed on expans ive soU 5 "at the ~ub jeet pro ject. 00 By Mail o By Messenger FOR VOllR: 0 Rflvie~ 0 File 0 Approval ex Use 0 Distribl!tj6n ex Informatic?n 0 SignatIJre 0 REMARKS: CC:_{.:.:;3..:..) __ s u __ b--,' m ..... i_t",-te.;..d..,.--__________ _ . I'D C L. ~ ... I'D U .. ~ 'III 8 I'D ..J L. Q I'D L. L. I'D > I'D ~ ' .. +.I U Gl ..... e Q.. E ::J .-c E ~ c o u .s:: +.I ::J o (/) >-I'D ~ ~ • .. FAI RWAY SOUTH CONDOMI NJ UM PROJECT NAVARRA .oRrVE, LA COSTA, CALIFORNIA Me i sture Content, in Expansive Soil s Location % Moisture 0etimum Moisture .. .. Lots 36-38 W. Stenwal1 ~7 .3 16.3 Lots 27..,i9 14._0 : 10.3 Lots 30-35 S. St~l1WC, lJ 14.8 10.3 f Lots 29-:-~P ,E. SteT!Wal1 27.3 16.3 l,ot5 ~3, 24, 25 W. S temy.'c, 11 ' lS·3 10.3 L9t 35 W. Stenwa.11 16.~ 10.3 Lots' 23-26 W. ~tenwall 21._2 16.3 Lots 31-35 N. Stefllrl~ll " 1~.3 10.3 14.4 • Lot -27 E. S~ellJN~H ' , 10.3 Lots 27"'30 (i'r~de B~am 2.5.0 16.3 Lot 30 G rade Be~ul1 14.4 , 10.3 Lot 27 Grade Se~rn l7.~ 16.3 ... ots 23-2.6 ~rC!de Beam 21.5 16.3 ,",ot5 31-35 N. ~telll('la11' i3·0 16.3 ot 38 N. S tepw~11' 15·2 10.3 Lots 18-22 E. ,~ teJTW.a 11 lA.7 10.3 ~ots 15-17 S.', ~telJl.1la11 , 21,~ 7 : 16.3 Lot~ 18-22 ' E. S tef1lNa 11 , 23.9 16.3 : ~Qt 14 w. Stenwall 2.2.0 16.3 ,",ot5 28-30 Garage .: Slab '15.9 10.3 ot 15 w.' Stenwall 24'.3; 16.3 ,",ot 14 N. Retail}ing wall 20.9 16.3 , - " JOB NUMBER: r~ ALPHA LAI;lQRATORIES, INC. 290; SOIL 81 FOUNDATION ENGINEERING .. ~. -. , Content Dat~ - 04-0]-81 04-07-81 04-13-81 04-14-'81 04-16-81 04-16-81 04-17-81 04-17-81 04-17 ... al -04-17-81 04"'42-81 04"::'42~81 04 ... 28-81 04-2-8-81 04-28-81 04-28-81 04-:-28"'81 04-29-81 04-30-81 : 04-30.-81 04-30-81 04-30-81 \ P,LATE NUMBE~; 1 , .- . IV E ~ -10 U .. 10 , ...., Ul 0 U 10 ,.J .. ~ ~ Q 10 ~ ~ IU > IU :z: '" ...., U Q) . ., e 0- E ;:, c .-E 0 '"0 c: 0 u .s;; ...., :::J 0 (/) >-~ .-cO Ll- t=-(J ,I 'CI: .Q,; .. / '. ,. FAIRWAY SOUTH CONDOMINIUM PROJECT '(CONTINUED) ". Location Lot~ 29-30 Slab Area Lots 36-38 Slab Area Lots 31-35 Grade Beam . Lot 35 W., Stenwall Lot 31 Eo Stenwa 11 Lot 23':"36 Garage Arei=! Lots 23-:-26 :Graqe eeaTQ ' Lots 11-14 S .• $t~nw~ll Lots 21-?8·;~la~ Area '. " -I l-ots29-3Q~,1,. hting Af~q . " .' . ~ Lots . 3h35:Grad~· Beam ," . ". -~'. Lots '36-36 ~. S.lab'J I,; ~-" , Lots, 36-:38 E. Sl'C!P , lot~ 23"'~6 ~ara.~e $l~~ Lots 27-28 Slab ,'t. :. ' Lots 8-11 E~ Stenwall , Lots 31-35 Gar~~~ SJgb Lot" 26 N • S t~rrw~ if:: Lots 30~36 Grade ee,~m ' . Lots Lots 31-35 Garage 31-)5 Garage JOB NI:JM~~R: .(' 2904: " ; Sfiib Slab T~l % Mo'isture Optimum Moisture Content Date I 1~.6 10.3 14.9 10.3 23.7 16.3 17.0 10.3 15.7 10.3 20.0 " , 16.3 21.5 16.3 22.4 16.3 13.9 10.3' '14 ~2 10.3 13.5 10.3 , 17.~ 16.3 ": ~ 23~0. 16.3 16~5. , 10.3 . 15. Z. '. \Ao'il'fI:.. 10·3 22 .• 6 ~~,,~ 16.3 C8 i:)\1:1)\~ 10·3 l~.Q ' 10.3 13·3 10.3 19 ~'O 10.3 17 .~ 10.3 ALPt:lA.:, L.ABORATORIES, INC. SOl\.. & F.9UNOATION ENGINEERING - 05-01-81 05-01-81 05-01,..81 05-01-81 05-01-81 05-04-81 05-04-81 05-05-81 oS-OS-81 05-05-8J 05-06-81 05:'06-81 05-07-81 .05-07-81 05-07-81 05-07-81 05-12-81 05-12-81 05-14-81 05-14-81 05-18-81 P\..ATE NI.:JM.aER: 2 ALPHA LABORATORIES, INC. SOIL & FOUNDATION ENGINEERING Krikorian Ent~rp~i$es ,2850 Pio Pico, Suite l Carl_bad, CA 9200$ F'roJect 290"4 OS/20/81 SUBJ~CT: Report 01 COIf.pacted Fill for Fairwaw South Condominium Project, Navarra Drive, La Costa, Cal i fprrli~t' Gerl'l;.lemen: This is to report the resu~t$ of soil tests, observations, and"'ipspect~or'! of ,earthwor~ ~or;struction at the subject sit.. The work wa. performed .durinG the period between H~rch 18 and Harch 3', 19S1. Tq brieflW "summar~ze our fir,dinG's; we four,d fill, soils to be compacted to a m'nimum of 90 percent. We recommend constru~tion continu~s as scheduled. SCOPE: Our function consisted of providinG the soil enGineerinG services to c.rti fw cOIT,pl iar.ce with the currer.t standard' practices reCiardinG site GradinG and earthwork, and to determir.e the deGree of compact;i.ot. of fi 11 placed on the sl,..bJect site. The GradinG plar,s used were prepared b\:l Tr i-Ci £w EnG inee,T's. ,Referer,ce is If.acte to ,01,.''1' previoL!s report entitled ,II Repor't of Preliminarw Soils InvestiGation for the F~irwa\:l South Condominium Project located on Navarra Drive, La Costa, 'C~lifornia-and dated Januarw 7, 1981. This previous report p,overs soil er'Gin~erir.G ~ork cc;msistinG of at, im .. ·estiGation of the subsurface soil conditions at the subject site_ The appro~imate locati~n and depth of filled Ground and extent of GradinG covered bwthis report is indicated on .ttac::hed Plate NOt' 1 entitled, -Test Loc.tior. Slu~tchil. • >. ~ • , Th~ Gradin~ Was performed for the purpose of constructinG level bui ldirlCji pads for the 'proposed condolTJiniurr.structures and ~~s,p~rf~~~~d i~ accor~'r'!ce with the recommendations PaGe 1 7895 Convoy Court -San Diego -California 92111 -714 / 292~0660 l ·,10 - Pr'o.Ject 2904 05/20/,81 set, forth in POl' preY~Qus1.w .,er,tiQnedreport dated '-'am .• arw 7~ 1981. SQXL CONPITIONSI In G~neral ,t,h.' na,t:iv~ soil", encounter'edwe,r4i clawew 1iands. Soils used irith~ fill. w~~~ thos~ ~ener~~ed from. the >, on-.~t. excavt\ion. '. , ' ,', L.boratqrw te$~' ~erepertQr~e~ accordinG td'AS1M 01557 ~n twpl,ca'l' : and. ' r·'~r.,sent .. t;j.y.· " •• ",p1es' 'to,,;;ieter"line" miud",urf. 'densitw " and op't.;i·Jt,I...j'h "'Q.~.,tl;.lre .: contf.mt~ Tt:\(it r'e.suits ot' th~'se tests ar~ pr.s~n~ed in.tabul~r .form.on, the'pllowi"~ Plat. " , + ,.' ", , ," EXF.ran",ive 50i~ ... ' !IlIere encQur.tered dur inG' GradinG and e,Hist at finish' c,ir,ac:tet Therefore, s-peciallw desiGt.ed foundation .. " slaDs,' ·ar,d constructiort det,ails as set forth in our previous'lw' 'If,entic;med r.port datai;t" Jim':'.arw 7, 1981 shou~d be stric.~lw aghered to. Fill and compact.d soi~ was placed" watered, and mechanicallw~.nsif~ed in 'inch lifts. P~io~ t~ ~lace~ent pf fill, the a~ecis to r.cfftive f~~l :were sca~ified, watered.,' ar.d co",~act.d ,to :9Q .pltrct.r.t. 10 verif.w ~he' :~eGr'ee bf , co",p~ct3,Qn" , 'fi,eld, d~msit~' t-e,stswere perforrfled it • • ccordance !.!lith' ASTM ,D29,~2 at the lQ~ati,or,s indi~ated em attac.hfiH;i, Plat. ,No.1. The r,eltul t;s of tMe,se test,s as well a5- their vertic~l l~cations .r~ present~d in tabular form o~. the attachEu;j, Pl~te ~o. 2. MaHin! ... '", t;Jr·w der.si 1:..w deter".~r.at.:tpiis wer.e performed ~n, :accorl;';fance with 'ASTM Dl~S7J lh. r.sults of the~~ tests are pre.ented on attached Plate No. ~. DurinG : GradinG' ~nw fill found co~pa~tiQr. of l~·$s than 90 percent . F"rQPer: d~ns.\~ha4 been a~hieved. to have a relative was f~worked ~ntil the Th~ final re~ult. Q1 o~~ t~sts , and ob~e~~ations :tndicated , that' 'th~ fi ll~d . G-"o'm~ . h •• 'l;\.~trt COIT.pacted to a IfIl.rtllflun. of 90 . f"l'c.nt. Th~ earthw,pl-t,\ ." h~s be~n sccolf.F-l ishet;J in ~ . .. "" ALPHA LABORATORI·ES, INC. SOIL & FOUNDATIONENGINEERI,NG -, 11 r~ .. - Project 29'04 ,0'5/20/8i accord~nc:e ' ,wi tM the GradinG! spec;i fications and current 1itat.~Cjlrd practice1i. The fpllowinC!i ~e"'e,ral cor.c1u1i,ions ".S\:I be dr,swn: 1. CO~~acted fill and, natural Ground have adeQuate strltmith to ,s.fe1\:1 sUf'port. the frqposed loads. , " , 2. The s,;J.oPtjts are sts'ble a$ constructed wi th reh~:tiofi to de~p s~at~'d: f ai 1 urti • 3. Ccmt:j.nuolJ~ fOQt~nG's ' havinG' a' IId,ni".ulr' width' of .'12 inches and founded a mlnl~um of 24 inches below lbW~tit agJ~¢fimt Gr'adewil,l ,h~ve allowable -bearinG values ,as set forth, ~n p!Jr r::-revi,olJsl,w fI'I~ntioned report d~ted Jarjucrrw 7" ,1'1e~~ If "there .re' an\:l Que$tions,please con:tac't;.us.This ~pPQPt~ntt\:l to~e of $ery:j.ce i1i sincerel\:l sp~rebiated., . ~ ". ,. I ~' > " Re$f'e,ctfI..!J ~w, "Vp".~ t,ted, , 'ALPHA ~A~ORATPRl~,S"INC." fVt;)~' ,~, ' " , C~:H~' ,WQQ~" 'Ref! ,10778 ,AS;qh' " cc:L( 3 )s~!:,lm:j. tted [~J ALPHA'LABORATOFHSS"INC. SOIL & FO\JNDATION ENGINEERING 'I I I ,1 :PROJECT: :i' .,; ~ 'c... '0 ~'III fOZ ;C " 'i: , "~III '.JT1 . ~ ~~I I '~@ ~': ~ '.\ ., ,-,f .~ l> _r' .... ..,.. • :;:t "">' o ·c·r '~"~ ~O. ·5~ z· 'm -4 z'O C)::D --zm m(l) m- :D zZ C)~ '.- i!' ~ m Z ~. aJ m :D Fairway South Condominium Project, Navarra Drive, La Costa,Cali'fornia. y ,~ 'ICAL£: '-.- ~.~""" ',. ,-~ . ." '.: r t,: "';" .. -, ..... ?IB .. 3 _ ., ., _ ... • '.II.r:.==: ...... -...-. .... ___ ............ ", S.=:::..:.a..=i:-:="::$-:':=---=--=-. .:' ..... .....,... ............................... -.. .. --.. , ~-=-.::..-=::..-::;..-=~~-, ::--....... --=!::..-:.:.=.-:u*&; .... ~_'== -'_.--., ......... "': -, ~ ............... _Mlh .................. .-___ .... ..................................... .-.. ._ ....... -...a..." ..................... .-... ........... . .......... -.'. ... '---.:.......-.-............................... .. '::-.~~..=....=.u __ ,-==:.':..- ~~--[--.-.-~ '=:.t&~,..... :~..:: :.:..-:-...=.t:--:: ....... ' .............. ~ __ • ' .. .-. __ ...... .l ........ 1' ..... -.. .-... .tf,..--........ ... ... ___ .. ..-.. , ...... , )-~ ....... ..-, ... _ .. "-"_ M'I ___ _ ]$: .:.:::-~~-=-.. -:~..:-.... ~:.-:r..-rt.. .:::-.:-.: .::.:::-.-:.:r:f~':L~ ~==-.:::::.-:..~-=:. ..... ~ .. ..!;!::-... =-~I . .. ,:=. .. =,~:.::=--::::.. .. _r: .... _. ~ -.. 5.;;~~~::=.-.::Jl===:~--=r '~.-... ~-----. --_.. ... -~ ... ---. ~h.-. . ~ .,! ~__ s' __ _ ~ ---w .. ~.. ~ .tIIMUiA{:~ ~ I: ~.'I'=-, .' 'eo: ~:. ~-J:-• .'_ ... - .-- ... ""----- , .. ·MlCU , I'.t: ... 41 \ESr i \ I , I 'I tTl ..... ~ -~-.. _-----...... ~--. La cATION PL1/.N ...".,.. ................. -60061-"IIA~"""""""""" ~_ ... _ ... ~ • ......-r ........ ,. ... -~ ~....,...., . ...-.-.. ---.....-. .... ., ~ ...... ..-,... -.-. .......,~ ...... \ ... --- --.r.II'lI!rJ'WoI..... '8 >~.~~-u=--·~re;n .. -'.. --.. ...... ..-... III 4 ~,:;~-.-....-...... , "I '~----,~~! ~ • ......-..... .... -~ , ................ »-. ...... .......... !1l...~)7-~-LiJ _-r ___ _ . --~ ...-"'" ... , ...... ~"*"c_" ........ : !Iii ~' ....... _..,.;. .......... '!f •• .. t]:" __ ' =. ...... -....... --.... &" ........... , :';;$..1 . ~-t ............ ·-~='=-'="::~-=.::" .. -:--.:::.== ~. ~.I_.n.'"'" --.. ---. ..... ,-,. ................. __ •• 0:".' -:Ill .~ .......... ..... --. .... .............. " ... _.-.. ---.....-........ a •••• ____ U.l~ • ............... =r.' .• w.au" ..... _MU ....... ~ _ .. - ,-- .......... ,~ ....... ,...,.....,., .... ...... --. ------....... _. ~""'J <=r ... -:--..... ( .. .-. •• :lU PRWMINARY· .. ......"' ... ,,:a .-res,- GEORGE KRI<tRlAN 21157 .... ntaiINE IUID '-lICE. CA ,toSOl t'I .. , MO LOC.AT.oN " ,,"}. :1 £'" ,PRO';eCT:.'The··'fai:rway South Condominium Project -Navarro Drive, La Costa, California.. 8 <f.~ I I ( :FIELD D£NSITY TEST RESULTS: rl .c.. .~.~ g ,; 0 ~ 4· -C ,'-. !!: "'1 . -.m' , ·,·m :J ).',,?! . . ;~'~~,::)-~ lr~~l ,L!j. ~) Ul .):t-: .1;~ ~ ~~' -.;-~~" ." :» ! -0,"; Cr. 11'1 ~ :~:: .{ :> '0; "j ~-' --:D ,0> z .-,' ,mo . Z c,· :0 --zm m'CI) m :0 22 Qn " !; -i m N Z, C ~ t:O m ~ ~\,. - TEST DATE HORIZONTAL I VERTICAL I FIELD . Fl ELD ' SOILI'RELAnVE t40. -('198~ LOCATION LOCATION _ MOIST. 'DENSITY TYPE COMPACTION . (%) . '(pcr) , , :(%) 'REMARKS ~ -"I ,$e~"J'l'~t~ ~umQer 1. ,1 ',.,.18 ' +2 '11.7 -' 113.'4' :J; :,). "90.0 '," 2 11-" , ,$e.e_ p..1ate -Numbe:r '1. . +3 9'-5 ; . 11:8.7 . ~i "'-93.6:', 3 ~II ':.,' ': _~e,~ .. ,p.).~te 'Number 1. +2, -10~'0 : .1'23 '! 6 ;t····~.':97,S ' 4 -II . See PLate-Numbe'r \~ • +3 ,12. 1 -'1-1'6.5 1 -91'.1 5 II ' . See' -pi ate Number\ 1 • +2 13 .. 4 , 116.'-I 9J' ~!6 :1 '.'6 '. "'.11' ,';':';~ "S'ee:PLateNumbe'j; 1. +2 12.5 117.J ,:,~ ,;92.5 .. '" '.' 3--:19'.: -7 .. : , ~:See P ,} a te~umbe r 1. +2FG :11.4 . '118.7' I ··93.i6 .e--" -}~'I --:. See Plate Number 1: +2.5 ,FG -12,.8 117.:Q' -I "-92.3 :,; ~. ~ " . -, -. :9 "',: II ; -See ~Plate NUlllbe r 1. +2 -16.1 121.!1i .. . -:85.AJ ' t lO' 'I! -See 'PLate Number 1. +'1 :5 I FG "13~4 , "120:.:5 .' "I :95.:1 ,':1 11" -'I! See Plate Number 1,. +1 .• 5·fG 'rs ~ 1 ; j 19~·6 '> '1 "94.1 12 11 See Plate Number 1.~ +1.:5 ',fG .~''3.3· -117.~ I "'92.4 ,13 II See Pl ate Number 1. +2 " '9.0 . '123.1 1 ' .97 ;-1 1'4 . :11 _ See-Pl ate ,Numbe r 1. +3 'FG '10.2 ' 1.20.4 1 :95:0 'l15~ ,,~ '3-'19 , See Plate 'Number J. ' +1 13.0 . 1'15.6 ·1 -,' : ~n ~2 . ~:' ~16 . -"u '; See P1 ate 'Numbe r 1. -+1 11.5 :1:1-6.5 'I '92.0 17 II See P'l ate ,Numbe r '1. +1.5 FG 11..8 : ':'12'2·,5 1 '96 •. 6 1,8 .. 3-:23 See :P1 ate. Numbe'r ,1.' +1 . '1~~4 '114.7 ,I ,90.5 19 II -See P1 ate Nunibe,r 1.' +1 12.4 : :117.4 I 92.6 20 ',11 See .PLate Number 1. +1.5 13.9 119.4 I 94.2 21 3-27 See P1.ate Number 1. +2'.5F .7.9 118.8 I 93.7 22 II See Pl ate Numbe·r 1. + lFG 10.3 118.4 .I 93.4 23 II See Pl ate Number 1. +5FG 1:0.5 . 124.2 I 98.0 24 II See Plate Number 1. +5 I FG 11. 1 119.0 I 93.9 MAX 1 MUM DENS 1 TY AND -OPT I MUM MO I STURE CONTEttT: (ASTM 0,1557 -I1ETH. ) SAMPL~ I OESCR IPTI ON . SO ILl' OPTI MUM'I MAX I MUM, TYPE MOI·ST. DEi~SITY. (%) . (PCF) Tan/Cl Clyey Sand 10.3 126.7 1 I en o r- -f .,." ,en -f ;::x:J ,." (I) c • -of (I) ·PROJECT: The Fairway South Condominium Project -Navarro Drive, La Costa,Ca1ifornia FIELD DENSITY TEST RESULTS: TEST DATE HORIZONTAL . VERTICAL FIELD FIELD : SOIL . RELATIVE' -c... . NO •• ( 1981) LOCATION LOCATWN, HOIST. DENSITY TYPE COHPACTI,ON . 0 (%) (PCF) , (%) 'OJ NZ ,- See ,Pl ate 'Number 1 ~ +3'FG 12,.2 1 14.,0 -:J 90 .. '0, . .. \D ' 25 3~'27 . oC .j:-:: , 26 ,1:1" 'See Plate ,Number '1. +2"FG 10.4 , t 18.-0 I 93·.1 , OJ -" 1m 27 ·'11 See P:1 ate Number '1 + 1. SI'FG' 10.6 119.9 J ' .. 94.6 CXJ : .. , 18 til, .' 'See Plate -Number 1 • +41"FG 13.2 113.7 I 90:.0 29 It See Plate -Number 1 ~ '+2 1'4.'0 118 • .J 1 :93.2 , ' 30 ... See Plate Number 1 • +1.5FG 12.0 120.2 • :.:'94.,£ -.. . " 31 :lJ ~ee 'PI ate .Numbe r 1. +2 I FG ,:12.7 118.2 -1 93.2 . , " , 32 II See Plat~ Number 1. +21 11.9 '114.5 -J 90.4 ;:[§], , , 3"3 u See Plate Number 1. +1 9.9 -118.9 ,I ;. : :: , f }4 3-30 See PI ate Number j. +4IFG 8.S 117 .1: I, ':92.4 . . :~,:-~ 35 II See Plate Number 1. +3~5FG 8.S 1-15.2 1 : '90.9 36 17 .8 1I5.3 , ..-I ;91. .. ,8 " (I) ~ 3-31 See Plate .Numbe'r 1. IF1;-9 '~'Btl:m. ' :o:r-! 37 1'1 See Plate Number 1. II ' 16.7 120.0 I 94.7 ' i -r='~~ 38 II See Plate Number 1. 11 22.3 108.0 I 8s.2 ' . :E:-! II!'». See :Pl,a,teNumber 1. , 39 'n II ,1-7.6 '109.8 , 'I' ; ',86.7 ,"" ' ,0 ' 40 >II ' See Plate 'Nuni>et 1. 8.2 , ,108.5 I ~S.6 ' ,C r-' " , '-\; Z l> , 41' II ,See PI ate Nuni>er 1. ,II 10. I 113~ S 'I '90.:0 ! 0:m' " ~ o· ,42 II .see 'Plate Numbe-r1.) II 12.2 108.7 :1 85.8 ~ "'"I ~ ,0'» , " z,-t mo Z:XJ ,'G).,.. -m zen m. m ::0_ -z z(") G) • .' "0 r-" l> -I m W z C :: OJ m ::0 , , -, ' 1iIIII _____ _ "-, .,~ " REMARKS ':!i' -, Nati've 'soils -85% mi~: ,t-~qui re( • 'VJ o " II II II' II II ,11 II II !1I II II • II-II II ,II II II II II , r- -f m (I) -f '" m ,(I) c::: r--f VJ ALPHA LABORATORIES,ING. SOIL & FOUNDATION ENGINEERING Cit~ of Carlsbad BuildinG Department 1200 Elm Avenue Carlsbad, CA 92008 AttentionS Carter Darnell Pl'O..i~ct, 2904 04/07/81 SUBJECrS F~irwa~ South CondolTlirdl .. 11TI Project, Navar·ro Drive, La tosta, California. Gentlemen: In accordance with your re~ue.t, we have reviewed pur previousl~ submitted report of preliminar~ soil investiGation fer the subject project dated January 1, 1981 as well as th~ _ite inspection and review report for the same pro .. ject dated NovelTlber 26, 1980ahd stlbmitted b~ E:enton EnGine.erinG, Incorpo.T'at,ed" Our review was performed for the purpose of determinin. if any of the recoJlI",end<~tions set forth in the Benton En<lririeerintli report· should be' added to the recofllmenqati'of,s set forth in 01.'1' previously stlblTri tted report of Jam.lary 7, 1981 .. The results of our review of the previousl~ mentioned reports indicate that incorporation bf the recommendation~ set' forth in the Benton report to those p~esented in ou~ previous report is unnecessary in that we hav~ addressed the prOblems of the expansive soils at the site and have also discU5S.d the need of the roof drainaGe system as desc-r ibed on ?aGe 2 -of Benton I s report with the desiGfl enGineer. These sF'ecialrec_omlTl€mdations presented by Benton EnGineerinG can be safel!:l d~l.etecj, providf",d that the recommendations set forth in bur rePQrt a~e closelw adhered to. It should be noted that the importance of the presaturation re~ .. ri relT/ents cannot btl' overemF'hasiz~d and th.st· proper ptesat0ration is an essential part o~ d~r desiGn ·recommendations. Should there be any Questions, please contact thi$ office. fhi. opportunity to be of service is sincereIY.appreciated. Respectfull~ submitted, ALPHA LABORATORIES, INC. (lHW~ C. H. Wood, RCB 10778 . TOSdh cc: (3) subm~tted {1) R & W Construction 7895 Convoy Court -San Diego -California 92111 -714/ 292-Q660 ,~ • , i?i . • • • • • • • • • • ALPHA I,..ASo.RATORIE$,·INC. SOIL & FOUNDATION ENGINEERING R & W Construction 1070 South Santa Fe,Ste 21 AttentionS Bob Watson F'l'D~j(·:~ct 290l -} o 1/0?IB:l. ~1L.1BdECT: F:EPOF1:'r OF Pj:;:EI...::Ci'1INp,F('( ~:)oILS IN'..IES·f::CG,-:)TIDN FOR THE FA::(J~~~'lt,Y !:lOUTH c"DNDD~1JNIUN PRO.JECT L:OC(')TED ON NAVARRO DRIVE, LA COSTA, CALIFORNIA. T h (,0) <:1 t t a c h(·,~ d r' ,(.,) F·' or' t II <:i !;> ~:.l (.?! ~:;.I"ty.:' Y" (.:;. P <,> r f:~ d '1',.0 F·' T' (;.~ j;;.~,) n t t h f:) results of an investimation of the soil conditions at the subject site. It was undertaken to provide the infor~ation to make earthwork and foundation recommendations~ I i"J (;i G) n,~:·:' T' a.1. , w C.;) f 0 U n d !:> :I. :i. (;i h'i;.1 \:1 (';' ~.{ },.:. an!;; :i. v C·,) !;;. tl r f :1. c :i. (;~ ], £;oi 1m ,. H f!! i' G) C C) m !Ii ~,:, n 1,'3 t h (.,) U £; (.,! 0 '1'" !;; 1','·' (.:~ (:. :1. B :I. ci (.;.> j;; i Gi'l"i c:: on!;; :i. d 10r' t~ t :1. C) n!!; c:i u (-:.) t C) t r'H:'! 0n·: F' an!;; :i. \-' (.:~ 1;;' cd. :I. con d:i. t :i. C) n !;; • If !:~Ol..l hav,(-:·) an!:! W .. !f:)st.:i.(JI"I!;;, pl(·:;.<:n;;~:·~ dCJ ncd;. hf:;'f:;.:i.tat(·,! to C G n '!'., act u !;; ~ T h :1. f:; Ci r·'· P () '(' t l.,! l"i.i t \;1 i:. C) t·.jf.~· 0 f' !;; (.'!! l' V :i. C J"! :i. 1,. !:; :i: n c t:~ l' (·,f :I. ';;1 .a~ r·~· rOo-r-~? c· :i ~~ 'l~ (·x' cl f Respectfu:l.:l.w submitted, ALPHA LABORATORIES, INC. /'flw~' C. H. Wood, RCE 10778 TDtdh cc! (5) submitted 7!;!95 Convoy Court -San Diego -California 92111 -714/292-0660 • • • • • • • • • • • • • P l' 0 .. j(~H;~ t 290 'I' o j./07 /8:1. . REPORT or SOll INVESTIGATION For~ THE F (~:n:;~,u~1 Y .. ~;)Du:n'l C[)ND.m~::CN::CI.JH PF;Ot.JECT 11 NAVAF.:F;A r~R.::cVE , lA CQSTAv CALIFORNIA Th:i!:;,' 1" (':~}'''''C)'f' t F"T' t:!:!,,~:~nt !;;' thc~ r··(·:!j;;U], t~;; ,0'(" out·.. !l;bj.l ~:> i nv.(·:.·!d,;i. (;i <i~'l :i. on f' 01' tJ',H:'! ~H3 --I,,!J"d,·t (~Dl"Ido ridX'd. u 1'(( r·~ r C) ,j (.~ c t t (J b (0 'I 0 C B ted cd, t h (,~ ~ub~ect aite, A br~Bf leGai dest~iptipn of the:prcperts ~s "I."ots :I. 9:1.. 11 :l. 9~·?'y :1:93r <iN"lcl:1. <;Ott cd t'i<~H'> (;;lt62 ~ La Co!!d~i~ ,!30uth lJ 1",·;·1:. 'l'l: I'~.. C~ ;:> I" [)' '1' I.'., t:· (., t·O: c,' I II" .\. \;, {:', "', J' .,' .f> C" 'f' 1-.; .:> II ..1. ,d:_ '" ,. ...•• ~ f " • \"., \.J~ .~ ., t.. ,J ,. " ... )0 Y ... <:;-•••• ~ oJ-~ ' • ..10 (~ +, . ,< l'l~ i !;; WYI" .1,,1 n ci (,,',r'!;; t ~;i n d j, r"i (;j t. h r:d', t \.)'0 .... and / 0 T' t h r' e ~? .... $ t C}1' !:~ f'·f' <:$I\'((,'! stucco st1'uctU1'~S are planned foT' th~ ~ite. Anticipated J.c)<:~d!;; aT'(,:) :i.n'th0:· c'('d~;!'('· of ~~OOO F.'oul"rd~;; F··t:.>T' l:i:I"J(,:~,i:11 fo<:it.It j,!" a 1 !"l:) unch:!'C'!:, tond th<:~t $1 <:st;:: Of'! (ii p al,'k) t l:~P<-:1 con!:; t '(' uct i 01"1 j,!!; ·to b(0 l..lt:i.1:i.=·~(~!d al"ldthat 1'(·;)tain:i.n<r. l--Jr:~11!i; tD ei,(',;ht 'f~?~:d', 'in h'e i<!i ht lin' (~ ,1"··1 i;w,rH·!d' ~ Thi!;; :i.I"IV(0stiliiat:i.ol"! wa!i; ,l..lndf:.'I'tak€-!J'I tb! (A) ,Dete1'mine the phssical ·pro~e1'ties of the P1'evailj,na sails. includina S(~t·tlelll(·:~nt Ch<isl' act ("!'I" :i. !!;t:i. c!;; + f h (·:·d; Y" 1;; l..l P F" 0 r t :i.J'!(;;cr:~ t·,· 1:1 C :i. t ,1 (.;)!:; ,<ish I,~i (,~:: ) p'r 0 i .... { d (~~ d (.:) 1;, :i. (;j n :i. n·f C) 'f' IT! a ·\:,:i. 0 n T' C·? (ii aT' d :i. n Iii G T'<i~ d :i. l"rt'i ~ 1:; .:i. t, (,? . Pl'f:?}'''''<:sT'atini''" ani::i fDI.,ll"ldiilt:Lon!;; + ALPHAI,ABOHATORtES, . INC. sorL & FOUNDATION ENGINEERING • • • • • • • • • • 2.1 SITE CONDITIONS: PT'C).j 0) C·!> '~.~ 9 ()I,~ O:I./07/Bl The site is bounded b~ Navarra Orive to the no~thp an :€~~·d.!E;t:i.J"IGi, c~C)ncic:rmil"d.uT£r df:~V(·,:·l(Jl'~lrlf:·il"lt t() thf:'i lo\l~~s-tp, <~n,d <~ Gic:rl'(" <:'OI..lT' !;:'(0 to' th~:i 0~a!;;t" The·::·' F"'f' OP('~'T' tH P'1' ~~f:;(~int 1 \:~ $1 OF'(':n,; dO~-Jn~\l'i~,r d ,to the,,· noT' th("',<i~!id:. i~ndh<:~i;; . <:~ f{ri:~~·d . .I'(JI.:I/!·' chi~r"!(:i e i r', (0 h;:V·id,:i. oi", :i. n th,·:·)· Dr' (,:kn' of 26 f'c-;H:r[:,. Th(·~· !:;C)!.,i't,h. i;;:ir.."i<::.· C)f ·the,:·) 'F'··('OPf:n't\~. :1.1;; bOl'ckH'(i,!'ci' (.:"~:! an (·:·)}(ist .. :i.nGi cut!i;.lol':,·e l . ..:h:i,ch T':i:!!:.G!:"i: l..If"·l.)JiiU.'d (~::}"···}·:"·f\-.<:)_;{iI1ii:~·t(·:~1~:~ 20 ·t~(;} ~?!7; .tP·e(·:~t. (;;:t. <:1,.., (~r,"·}~~·r·(j~·~iil'l<:~"l"..(·:." .i~<:~t.it"). Gi:f 1.5:1 hori26ntal tc) vGFtical units. V~'~(:i~?·l~-at.:i.Cll"l on th~:·~ !!;:Lt€~' cDr·Il:-;:i.!5tr:' nf nat:i.v<F.~ er.'{'·a!;;!E;C-;":c' ,~nd ~eeds~ The~G are no existinGi stT'uctures or a!"lhl indications of i:1nhl P'I' ~:~v:i. 01 .. 1:;;. !;;t..,., I..Ictl..lr· (i~l5 at. ·th(·~· s :i. tf:~ t hot-,r;f2V(·:~Y.'!I t;·hC-;H' f:J, :i.!E' ,;~n c"!:;·d.mt:i.nG i..ll"lC;f:,:'('·<:i1'ClUnd l;;f:H'Jf?7'l:in(·:.). l--.,hich tr a-,,'(,,) I' Sf,:'!i; th(·;) .S:i.'t.0i f l' CHI, n (;) r' t h to l::· CH.I t h n ("~'<:~1' t h~:t C f~' n t (,1'1" PD Y" .~ :i, 0 n • • The·:·) m·i tc,') t,Ja l,; f·ol..lnd to. 1::.(,'), qV01'r la'i f' t:J.:i. th sUr' f :i. c:j;s 1:1. OO!;;(·:~ soils which hav~ been plowed to' control weed.Girowth and t-J (0 T"(0 f CJ 1..1 n d to f.-! ;d~ (·:i· r'rdc '1', CJ <:1 F·' F·' '('. cn·{:i. ril <id~ f'l :I. \:/ !;;:i. ;·t ;i. n c h f? !;; ti' f:; 1 0 W !'.; !..I I' of ac:-e·:~ f!!:I. ~:iV;;it :i, on ~ Th0~!;;f2 1 C)OS; f,:' !5U'I" of' i c ;i.i~l s;C):L]' f:. hi :i: 11 r 0:(;:!U :i. 'i' f,: T' ~:~ c cmll:··· a c: t :i. (;) n 'P r' :i. '0'1' . '1',0 . p.,.; 0 }',:. (;) i;; ~:.:. i.':i C CH'I !E. :t, r 1..1 c:· t :i.·o n + T h d 'l'ecC)mpsctioA should be PGrfol'mGd i~acco~dtince with thG SF"P 1 icab:1 (.'1 F' e) ¥" t ion!:; crf ·t.h(;·:at tach6d G'I' <'sci :i.I"lGi f:ip(·?c i f:Lcat :i. o 1", !;; • T 1"1 (i·) f:. Cl :i. ]. 0: n c CH.! n t f2,(' (':)(':i :i. 1"1 the f nu I"i d a t :i: Cl n b (·~·i!H' :i. n c:r :;! Cl j", ~;) ~\I ;;n5 found to be a clahle~ sand in Clurborins Number ~ exte~dinG to 4.5 fGet below sur~ace elGvatiCln aAd a 91shlGhl sand ~ith' cobb 10~ :i.l"lc 11)si c)n in OUT' be)'(" :i. n'(;i Numb (·:i··(' .2 (·:~)·ct(i~l"Id:i. l"I(ii ·l~o t.} f€~(·:·~t b~~loI;J' f;;f..!'I'f",:;c(·;) (0J.(~ivatj,on. T 1 .... (·,:· !;;f? ~~oil!;;. I;,I~:~'('(';-:O fc:il..ll"ld to· be !E; 1 :L (ii h t. J. '::~ f:~ ;,{ l'~' ii~ 1"1 ~;; :i. v f::' . a n·I.:! I I rv! p '(' 'L ':"i n ';) :i. "", ~:) ." ~1 j (~~",'/ \. i (:.> ..... 1'.,. ">'1"1 <:: .,., \'-".:> _ , "0. ", • <.)0.. v \.. ~, I •.. ,1' ',.' .. ,. . ,_,,, {"..-.• 1'.. \: •• !;;:i.l t\:f C 1 B\:l. Du(;~ -(-;0 th(·:)· ~:)}(}'.',·al"!!:; :i. ell"!' F··C)t(·:;l"It :i. a 1 of thG~!;;(':': . !;;'O:i. :k; as, well as the Unde7'J.hl;i.nm so;i.lspspeciall~ desiGned fDI..I!;'ld;;rt :i. orr!;; p f,;], abj;;~· and, C (;)1"1 s; t l' uct:i. on d(0tS i 1s '<~!5 ·t:·''(' f:'!!;;~;~nt~::!d h (i.:. Y: (.:~ :1. 1':, ;;$ f t (·,~r . ~ .. J :i. 11 ' t:t (.:.; "(' (~~ GH) :i. r (.:~ d t D l' (·:~t;Ju C:-:(7! t ~; 6 i"TO ~J <:$' b :i. :I. :L t\:~ (;) f fl..lture,sttl..lctural damaGe fro~ tG~ e~pa~i:iv~ conditions. C:i l' C) 1..1 n d tAJ a t ~,n" paT' (.,) i:~.li; (:) 'f }'" Cl cn." (,'.1 r' ;;~ :i. n a (:i(i~ p CH' I,) (.:.) l' (.:)'.' n Cl t, (''11''1 C Cj'U !"I,t (~i 1" (i'1 d· I:.i 1..1 r' i.l"i m'~ h e4~', CcOJ..! 'f' S (.:.~ !~U1'f:i.c:i.al of'. . ()I..I'(' ALPHA LABORA TGJFHES, . INC. SOi'L & FOUNDATION !=NGINEERING , i 'I • • • • .~ • .> • • • • F'r:();.ic;·:·c't· '29 (}I.f O:J./07/ml :Lnvc::·)£; tic" at i Dr;; thc·:~r 01fD'I' (") 'I no !:}::o',·c;~c:i.,~ 1 CDns; i t.:lGFr.'·,at.;i; C)rlS I"i(·:~~~r.':i l.)~:) ~iven these. characteristics. It !:; h (;) U J. d 1::, f2 r·:· 0 :i. rd~ (i~·r:.1 C) u t ,~t f.h :i. fa . t:i. 11, (.) ·l:,h <ld:,-,:.~j:~ (:)1' t :i. on cd ,\:.l·'I(::)- F"T' ~:~v :i. W . .I,!S}' \:~ ment :i. on\·:u:jf:;}~··~:·:·C ;i. ,:;:;1. 1'" ~:)CCHlil1H::.rlciat.,:ii.lC)n!:; -P1' f:')f:;f:'H'It,f:~d , h 0) l' (o? i n ~lf t (.,:. '1' :i. I"l C II..l t;.i f:~ p f' (.:.) r:; a t 1) r' <'3 t :L (j,/:'1 'C) f ·t h f? . «:;) ~.( }'.:. an h :i. v ~;) !:; p :i. ]; s H':i:01'' tC) placfo')I'ilc,;:I"lt. of' CClI"lCr(0tc"-,,_ Sp~::c:i.<~l enr,l}··l·~ha!:;:i.l::. !',;hDl..lld ·b-Ci~ ro', :I. a c c;::. d D n , <~ t t ,'" 'i. n :i. n (1j p 'j' CJ P (',:7' r·' r (.,) !:; a t.I"IY' ;,~ .... ... ".,!:'-::' ',I..I:i. 1" (7HiI f? I"f!"-!:; a,"; (,'j ,con,!::.'\:.'('··uc·t :i.i:)I'·, . d*:::I. i:n,~!:; l'ilaH /:)(0:) (·:)')o(}':.'(·;iC:·{f:)t;:i, 'dU~2 ,1',((;) 'i' 01 is :i.!i;taI"lC:·f) t:}'f" ~he cla~ehl seils to acc~pt moisture_ E ~U:··' <iH" !:;;i. V(~:· !:; (;):i. ]. ccm d :1. t :i. (;) I"l!:; ht:i. :I. 1. l' <-:2 C:itV i 'r c;~ 5::' }':., f:') c:i .. ;'31 C fJ I", l:; :i. d (.~,T' <1l t i ern t D }':., ,(,,(.:.) ... (0·1"1'1'-!:; t )". 1..1 C '!',I..l),,' <1~ :I. (i <:i II! i:l (5 .. ~'): ff 1'(:ilTI: eN t· ~2 f~l:; ,:i. J.) (~) lYIDV(·,mr(·2nt. : TI'H')T'~::d"Cl)"~?!1 thf.? f(;)und<:~'l~i (;)('1. F·' IB"n s and i;:.P(0C:i. f:i.C<ilt:i. OI"lS ar:; r:'··I'£·)pm~ ~::d ·b\:!, .1:: :i. II Rtlb:i. l:;C)·trl! ·Bt.,lt(·;2 L :i. c::en!.:;~,rci. f;: l"d 11.:1 :i. hc:; [k·) !:; :i: C:i fH2 i' iin·l.d 'd <;1't, ~:) d Dc·:) C f:-HII (:H-:~:(' :I, , j, 9 Hi) f 6.r· 't/-u:! f"'Y" 0 ,j ~:) c t ~ .. ) (.:.) j" (.;: e <il'r E~'f u 11 !:~ l' 0: ..... :i. ~,) hl(-:) d • "r h ~:~ '1' (~)!',; l..l J. t.!S (.:, f CJ U '('. l' ~?! V :i. f:) ~'J .' r (0'v'(':·)<i~:I. ·that 111 :i. n inll"lfil fcsunl.'.lat:i. Cl/"i d:i.lllel"ll:;.:i'-CH"li'; ianl:.l 1"0! :i. nfn'('·(:~:i. /''1(:; . a!:; }·o',·I':(·? i,; (.;,. n t (,·)·ci C) I"I 't, h,0)!::' (':'-.F-' la n!::. i:i:1" E' <i~I:.t(·:) G u a t (.:~ t';~!I' t.l·l f:: :i. j"1 t f!' tid t .... :·l:.) Ul:; a(:; f:) ~ !",if:i thr.·)·I' ~::fc:r'(' f:" 'I' e cClI'i'in;~~nd thi:li:. th(;?!:;f:) f"':Ii. ;'~"'Ir:; ,b<-:l C], o!::.f?!·l \:f adh~?!l' f:~Cl to ,. 2.31 AlLOWA~LE FOUNDATION BEARING PRESSURES as detejmil"led b\:1 !:;D:LJ s h(i·)a l' l:;tT·~::nGit.h aT-' (.? b (i-i!:it ·pt' (·::!::.(·,rnt~:)d b.;!;~ thl!!.-. fC) 11 e{.,J:i. nGi of en' l'fIul a l:; l' f:·:-l at :i. n (;j f 0 C) t :L J"J<:i !:; . hI:[ d t h? ,,]; (~HH:i 'l!;.ih Y 'i:,n I.'.i tj (i·, F·' 'Hl • fvl i /"i :1. rliU/YI <:~I"ld HI"l~'( :Lmufli I.)~:~<~'r' :i. I"lGi, V'<:~ .!.1 . .lE'!;; . 'aI' ~:.: .tabrfl..f.l atf.~f.:i I,J :i. th tb0:- f:or I'IIU:I. a!:; <.t1:i. n :i.I'ltUrCI va:/. U~:!!:> <:~T' (;;) ·f·'o1'" m :i. ni fflUI:11 sj. ~'~('2d cont inf..1of..l~:; fcotil"l(1j~ whi:l.~ maximum valuer:; ar~ determihe~ bhl the :I.~m:i.t$ of fo·c'l1I.ula aCCUr·f.iC!:i. t.r:l.:l.Ol"Ii:~bl(·:) b~i-:<:n':i.rH:i \j.,~:r.f..p!es ..,+E) for full l:i.vf:·! al"lci' df::<:~d IG;:~d!:; and' Irl,=?'d b~:~ i.n('~r'(·?·"~!i;(,:!d;·· .1./3' '1"'01' f"Jind ai-Iei/OT' l'~f2:i.!,;m:lc ·li:)ii~cu.I"I(;j. SD~1:l... CONDITION I~N() FDF:HUL.A or <~ r', (~ ]. i:;; ~!~ €~ ~:~ ~~ (:~ r"r f..1 ( U I"ld i !:;. t.ur-b (," 1,;;' i'1.<;~t :i. v ~:) ) L IJ11: T T~»"G \'-'1::"l1, .. Ut:;, ~3 O~. !::. f ) MINlMun, MAXIMUM ALPHA LABORATORIES,·'INC. SOIl,. ~ FOUN.DATION ENGINEEHING • • • • • • • • • • .e (RecoIDPscted to ~O%) ~~ +31 I F'T'(J . .Jf;Je~t ~'~9()4 Ol/O? /O:i.·· ..... ,I I. C>" ( ., + ,.~"or I::' It ) .... 0 1:\'7" ,') -,.,(} '"> It:" I':'''.' ( '1·-"} '.' 1::'/1 ) (:t··u J. + \.) / .,'" .. -"" .(_ .. '\1 •• 1,/ •• -, o{o ... ~,,/ ....... I fo ~.\~ ..... '\ •• ',,, •• {o ol .... " .. ' '" (Undi~turb~d Native) :I. +95 HhfiJY'(':'J (:~ .... alJ.o!rJablf!.'· b~i~aJ':i.nC:i I/S·].I)(0 (kiF"!:; FE~T' SGUSP(';) ft;)'ot) D···· f C)D t :i. n Gi t;.\ (·i) p·t, ~'l b C·;) :I. cnJ :I. <:) t·,1 f2 !5 t . a d ,Jc~(;:: (':'!f'l't; (ar' $ci f2 (f (,2 et ) B -footinG width (feet) .1... -footinG lenGth (feet) z. :;l~? ECCENTrr:CC(il...I...Y LotlDED FDOTJNGH !::.hC)I"llI;J U$i.f:) <~n. ~:·)fff!!ctiv{.;) w:i t;.i than' :i. n!:d:. fi) a 1.'.1 0 of act U <~J.vJi d th . (J) I') t.o c:-eml r·:· d t(·?t l'" f:') . i!l11 (;) I,·)-m 1::1 1 (.:.. bC';)a1' :i. fHii va], 1..10) :i. n th(·:) F"T' (.;)\,0;/. pu~; fen' rrzi..Jl 1:l!:; + Eff,(·:;'Ct.:i'.lC·:" ~idth i~ a functiDn of eccentricithl ahdmahl be ~omp0ted bhl thf? fop rilul at H h (.;)) ... fo·) E :::: (.:.) c cc (.:) 1",1'. 'i' :i.c it!:1 Cr f :I. C):<~ ci t·"! :i. th re$~ec~ to footinG centroid (feet) z. ~~:;) F'OOTINGS en .. ! OF~ (::·rD\.J(.~C!:::NT TO f:n .. DPE~;) vJ:i.ll h$v~:1 an a·ll (;} hi a b :I. (·i) b ,:.,) <:~ '1' :i. n (1j C <:~ }': .. <i~ e :i. t'!:1 '{' fif 1.'.1 u (::. (.;) i.:·j" ' f 'j" 0 m t!h 0 !:; (.;::. ):~ r' ~;;o " ... i C) u !:; J; !:I presented for a level Grade sur~(;)undihG the ~bund~tion. The y~ "' ... d u c~"I".: :i. (:) n :i. !i:.. d ~? r:' ~:) n i:.i ~:) n t 1 .. 1 }'."., C) n i:; ;I. (:) P (.:., i:; t (.:) ~,) p n~?·!:; !:;' , <~T'I d {. h ~,) hbrizoriial di~tahce measured at footinG bea~inGi :I.~veI bf.~·I~~.J(·:)i~)n (':~i.'.iG (,i) 0'(-' foot:i.n!:i :'i!~l"Id f"lC(~) of !51 ope {'. F oo't:i. I"I(;i d(i·n-:··th!;;· ( D) f ci l"'1 .. H:; ~:) :i. 1"1 t h f:)I:.l ~:) a r :i. n (ii· c:: <:~ F·' a'(:~ :i. t \:1 . f C) i'" f![J .. ll 1:1 !:; !:; h b u ); a::1 b ~;) • determined as indicated in the ~ollowinb Fisure Z.3~. Full C CHil F·' I.;d~ (i·) I::i va :I. u (.,~ !:; U!:;:i. !"i f:i ·P·d. !:; 1,';;(.:.)/:. th I'll a \:1 t·.i:e U s,t· d i f U'j{·:·) hOT' L·~cmtal i.'.l:i. !:;tanc:'(':! on i m (·::C:lI..ta 1 to or' ti 'i"(·i)i"Y!~(.?·r~· than (,2 :i. (5ht f(iH·;)t 'anci ~:::'(';!'i'c) t.l*?<:ir-:i.nG c<:;:.F,·ac:i.t\~ ,if' th(·:~ (·?dc:;(:-~ of fcwt:i:nGi :I.!5 :I. c)'(:~ a t (ii'l:,i . ern t h ({~ of' ~:1 C ('if D f' . !:; 1 C) }'.:. (.,~ , (H:::: () )., II"I t. f? '1' l'Ii ~i) d:i ,,1 t i:."! V a .l: 1,,1 (;1 !;:; I1i :',l \:1 be d~;)tf:~,(,!'11 :i. n(·i)l.'.tl:.l\::~ 1 :i. 1"1(,:1<:1·1'" i nt(.::l' PC):I. at :i. (;)1"1 + • FIt1; 2.39 ,FOOTINGS ON .OR 'ADJACENT To'SL.opE'S ALPHA lABORATORIES, INC. SOil & FOU'NDATION ~NGINE:ERING I • • • • • • . ' • • • • P'l' C),jfi~Ct t9 0 ll' , Ol/07IB1.· 2+~:V{: [~:)T::CM(.)TED ~:;ETTL.EMENT :i.!:; ('i1GUal 0'(' J(,i)j:;!:; than tilt and'l/B :i. nchf:,)!:; for· tota:l. and 1:.1 :i. f'ff?T''f::nt i a 1 nio,V(·?mf:~nt,y r·f:·)!:;Pf:~C·!~:i. \-···f?]. \:~ <- Thes~ values ~S$Ume that the recommendations presented hd'l' ~i):i. n <:~'I' ('i! Po llC)(.'J('i:d ant::i ' ay' f? bc,·):!. i (';)v~i)d to ~ ... c·? (,J:i. 'hh :i.,n thl;'! t(Jl c"n' std. f.i· 1 irlJl t!:; of thf0, stl'uc:·tl..lT"f?!:; <- 2 • l;t UYt' E,F~ C:~ L. . RE~ ~3 I B T i~ NeE :t C) h 0' r' :i ;:,:(:1 I"d', is :1. 11,0 V (.;;.fl, fi! 1"1 t IT, <:n:~ b (.? pp ov:i. ck~d b\:! a l:1:u('.)ab 1 (·i) !::.oi.l l""<:~!:;i;; :i. V ('i! P:r('i~5!;;UT' e <snl::iior' . , cOefficient of' fri~tion of concrete to soil. the aIlowabl~ values are pressnted in the f6JlowinG ta~le· for the SOIL CDND.ITIDHn l' <~ r, ' C:]' <:~ ~:~ f:'~ ~:~ ~:) <~ 1'", ci (Und:i. !5tu'{"bf:,'d) or <:~ r"1 (; 1 (:~ ~:~ (.? ~~ E) <~ r, ci ( 1:( f? c~ Ci rlj !",. <:~ c tJi! I:,j .) C}Y" ~!~ !:~ f:) :i .. J ·t~!:~ f; 1 <:~ ~::! ( tJnl.'H ~;; tl..lY'· b(~!I.':i) ALLOWABL.E PASBIVE PREm;URE (,:,T SURFtr.CE 'RI:~,TE,' OF. ;r:NCRE{)~~)'[ COEFFlc:n;::NT QF FF~::CCTJON {~, 11 0 hi a I::. 1(,:;' P<;i!::' ~::. :i. v ~:,! . F·' r' ~2· !;; !:; u)'" C·? !:; <i~ l' (.:.) t h ('i: \n~J 1,.1 (.:.:!:; f:d~ -t h (.:.) -foot of !In.l'r :f'.a c·(")' . d(~!pth <:~ n d :i. nc,'I' ('i! if~ ~:; :i. nG <::: t ·t h ('i: :i.l'·, d :i. c <:rt ~i)d )" at (,2 F·' (.:~ T' below adjacent mrade. Allowmble passive pressures have been computed" assuminGS frictionless vq)"tical alement9 no surcharGe and level adjacent mrade. If these assumptions a~e incorrecty we should be contacted for values -th~treflect the true ccnditiqns<-The computed values are'fo)" static condit~c~~ ,;H'!ci I'll <:i \:1 bf.·) :i.ncT'(·:·)<;;:!;;ed 1/3 fop ! .. J:i.l"I.d and/or' !:;(·id.sm:i.c lOi:::d,i.n(;i • la" I, ALPHA LABORATORIES, INC'. sOIL & FO\JN.DATION ENGINEERING • • • • • • • • • • • PrC),j(·:;.ct 29'0:4 0:1./07IH:!: Unr (.:;.!~ t r i~ :i. nE,d l' :i. tid :i. v:i. dl..l<!~]. J. \~ !:; Ui'···P C) 'f' t, ("-' (J T' ~? t a:i. rd. n (ii hI a 11 f:i-l' e a F·' a b ]. (.:! c)'f !:; J. .:i; Gi /"1 t m C) v (:i! 11r(':')f"r t, <:1 W a!:1 f T~D IT! loa tl !;h (;n.l1 d b (,? dCi;' !i;:i. G;,I""I(i,> (.:1 t c;l l' (i:' ji> :i m t i3 C· t. :i v ~:? P l' (,? !i; !;;·,tW €I!:; d f!'V (i~ 1 0 F' (ii' d b !:i an ~:;'Gf..I:i.val~,!nt 'f]:f..I:i.dl-J(·:~:i.Gih:i.n(~i. I.j·8 r;"'pund!:>, F"~:'!T,' cubic fc::<(;)t,. Restrained walls" incapable, of movement awa~ fro~ lo~d ~'J:i. th(;)ut c"i<:linsJ:i(·:? !:;l..Ich aE b<:~S~:;'l"ir0!J"rt t.Ja.l . .I: !:; v should b0~ cl<-:)!'.;:i. (:'l~r(~!d fpr thl:~ t "('i;::f"(,?~:!oi cial P'I'(:?'!:;.!i;I . .lI"·ii;' d:i !;;t·(,:i. blit·,:i. CH"rind:i Cii~tf!'d i nt,he·?' f D 11 0 t-.J :i. n (ii F :1. (ii 1.1 r' c·:·: Z. !'5 _ T h f? :i. nd :i. C <is t~ (':! d lTr i:~ ~< :i Itr I.,IIT,P i"C'? !;; !:; I..l r' j!.:' ii:. an d r..i:i.!:;t·i':i.but,:i.Dn d:i.l'Irf:)n!:>ions aTf,)' a funct:ton (;}f re't,,,d.I""r(::d h~:·):i:Ght and define a conservative ehvel6pe coefficients' pM, dBy and dM are Y' (.:;. j,; i"·· f:~ c t :i. v f?' J. \~ <. (;) f rlr a ~·d. Iii UTfr 3D, pcfll F' 'f' t:) ,"; ~:; u r· (.;) ~ ~rh (.:.) o ~ 2 ii~nr.:i O,<.(';? F'I'f!!!);!:;UT\(;i'!i> m<:~!::! b(·:~ Y'(·;liduc(i·id if ~,r,ii(1.1!;; f:~r"(~:' b;:H:~kf;i,ll~:)d fCrY' ',~ di ~;t<:~nci!:) 'h~,:i"'i:i. nd thi':)\.-Ja 11 ~?'Gu:i. V<:~ 1 c;·)nt t.ts om:!· .. th,:i.1"d' th(·;: j"'(·'),"l:.aj.n~?d, h(·:.,,:i.(5ht ~\I:i.t'h a cl(~!"~n n(:H·r·,,~?>(},;,·<srl!;:i.v&! !:;anr.:i h<:~v:irfC:i a, n·.:i.n:i.lw . .Im, «WIG 1(·,) elf :i.nt~?"i'"n'81 fr·ict:i.c:'ln of ::W,d(,?(5r~,)~:)~:;. For· {his al "1"(',,1"' nat.:I. V~:·! 9 ~;)W.;li V'ii:]. (';:l"rt , f·:t'I..!:L d de:)l"I!:; :i. t!:~ ;:~nd ct')(·::f·f:i. c:i. (·:.nt!:; pj'"j l! ci E:!!1 <:~ f'f f:J cl j'11 -~~ l' ~:.~ ~:l !:.:; }~., Co °f!1 2 ~::! r·~· c~·,... ? () {-~:~ <:>'f', t.:1 () y <!:t !l T" 12 i:; r:·· <-? C~ t .. i \} (.? :i. ~:t ? The~e act~ve pre~sure ecefficients a5~uroe a ve~tic~lr smooth wall, 'and a level, drained b~okfill. If thes~ (;;c)nd :i. t:l Dn!E; -<:::.1' f:') 'l"IClt rflf::'t, P, t,)(·:! 'shc)ul d be·:·) c'ol"lta<::·t0)(::i f'o:!,' r'!f."t,J' , ... ,,~ 11.J(·:·)!:;" Backfi" (ir"de FIG. Z.S /J.CTIVE' PqE$.S l..'Re, FOR [?ESTBAINr=-DfVAl..L -' " , 101,-, ,I", ,ALPHA LABORATORIES, INc. SOI.L ,& ,FOl)NDATION ENGINEERING i . I • ·1 F' T' C).) (':~ C t ~';~ 9() I.t • Q1/07/81 • • • • • • • • 2~6 EXPANSIVE SOILS: In add:i. t:i.on h ~i~ l' C'i~ :i. n b 0~ f(J r' (,2 ~ "l:.(J "{'Ci;·dl . .!CF! thCi,' cqnd:i. t:i.on!;;. to the special the followinm details probabilithl of damaGe should be i~corP&rated fY'oril the (,,-,~u·:·<'J"nsi<;/~?!;;o:i.l 2.61 INTERIOR SLABS on mY'ade ~hould be ~ouY' in~hes ar m~eater in thickness~ underlain with a 4 inch sand bla~~et iE:nd r-(·2:i.rTfor·c~?d ~,!ith 6N6 :1.0/1.0 w~?lr:.h,~-d WiT'f!;J I.TJE~:!,;h a!,; :i. 1"1 d :i. c ~::-t, (-i! ci (J n t rH:~ F··l.':i i"i!:> d .:j~ t ~E' r::i D (·:H::-f.~ rf~~.j!(·:H' :I. y 1 9 B 0 • Pllt(·21'.n<3t:i.\"'(0l\:~1I f:;la.b!;; m<:~\:i bE! 1'0!itd:·or·qf.~d ~'J;:it<h ,i'-ll..linb(·,!Y' ~j' baT'!:; i'~'l a ci (·:·!·d :1. 6 :i. n c:: h-~i! !:> . C) n C (-2 tl t (,:.! T'. C "(' u !;; h c·:.· 1.'.1 T' q cit.. ITta ';:!! b-C'i:' ~;u 1) !:~ t. :i. t 1.,1 t c·:·) d f (J I' t I", fi! i,; and ~.1 :I. <:~ n k G)-·t-+ S "~n ci' ? :1.·f·1) ;:; ('i! ci ~!:;. h-c.l.1-ld· h a 'v' ('i! . a ii; ;;rn d eOI..l:i.val~nt eNceedinG 3n.whentested -in accordance ~:i.th AStM [) 2 ·~l-:1. S) • f3:1.ab ,jc):i.nt!; -!:;.houlci 1:.1(,:: pl'ov:i.d~:·!d at nc)t o'{,,'er _ l~:5 f(';i-,:,t on center to allow controlled crackinm. Horizontal movement of fOl..lnciat :i. on;,; i:i h 01..1 ]. d bl!!.' 1',.1" (,:)v~:!nt(·;.:d !:.·I\:~ (.,) :i. t.he-i" f;.:·~·(tf:)nCr :i. I'H:i !::. J <:::.b i:;tl..lb t.'hl'otIGh • .,io:i.nt::; and :i.nto ~t .. hf!.' foundation (;)1' ~)\J P'l'·[Jv:i.l.';i:i.nG.i t(0nl:;:i.Clf'l t:L(·::·!::, con!:;:i.l:;tinG of N.u mbl::') Y" ::1 tJaT's p-JI.ac~,~I.'.l .::)0 :i.nchl::1i:; on cente~,' extendinm 30 diameters into both slabs ~nd fc)unclat:i.(:)nm l' ~~ ~ 6~·? E)(TE1:~:x:nF: should be tonstr-I)cted :l t:h:·! n t :i. c i~ ]; J \::: t (;) :i. nt C·:H' :i. en' m 1i:~ b j:; ~:,'X c w·:·· t. ~-J a 1J-:. l'i 1i,1· f ('iHi! t an ci :I. ~::;:; j:> n r:.~ (·2 eln C) t I:) C0 '(. 1:,) :i. D for-c:' ('!! d· 'i~ n d (.:~ ~·d~ ~:.)'{' :i. O"(' • ' s.Ji. .<;l t1 !:; i,; h cn.! :I. d .··b (.,) P r' c:) v :i. c:i c·;.: d t.-J :i. t h t,J .l:i1 at·! .. f.·1TH'1 (.j }'.:. :I. a tr I:i!. ;j 0 :i. n t ;:; i~ !:; d eit a :i .. ). C'i~ cl· in· F :i Gi U r; 0) 2. 62.r.1 ~ ALPHA LABO.RATOR!JzS,INC.· $01.1,_ &i FOL)NDATI'ON .ENGINEERING • • • • • • • • • • • ·e 2.63 PRESATURATION: F'ro,-jf~c'l~ ~?,<?O'}··· O:l./0·7/B.:l Expansive soils should be pre~aturated prio~ to. placin6 ce)f"lC1"' (~,t(;:", C 1 ,,~!:~(;.:,!"~ !i~O:L.I.!i; 9 .(·:"!:;1':·0~C :i.~:~ 11 !:~ be·'~l D~'" cOnC'('f:~tf,~ "1"'1 at~"o"i' k . !:;houJ.d not b~,~ allDI-J(,,)ci to dr-!:~ and f:;hDl)lci b(~ !!;p1.':i.nkJ.f:·~d· ~.f n(;'~C:f,~!:;m<:n'!;~ to if"I!:~u"("'e"~ th~,n:~' <sT'("~ke"~J;"'4',' :i.n "<:~ VGH'!:~ 11rCl.:l!!;-t; conei :i. t :i. on. ~:)o :i.l s UnCii'?'!' 1 !:~:i. nc:i !:;:I. ;:~b!:; f:;holJ]. c1 . rUSVf? ir; IrIO ii. r:; tu!' f:: C (J n t c'::' n t ~:J ;'i c (~! E' d :i. n G ,t h.I' ~,! (,~ P ~,:, l' C (,? n t i:~ b q V I::, m'" t 'i WI.! m IT! (;) :i. !:d~,u l' (;,' • ~ -~ . T h C:~ !:~ !::-h <:H.!·]' d b C',) t (,:~ ~:; t (~) c'j 'f:" (J"{' PI' cY)'·:: ~;i'1" in 0 :i. !:;-l', l.J l' Gl f"l' 0 m ,,~ ci G!f.~ t h cd'" two feet not more than 24 hqups before p].acihG concrete. WIAIlINIII '~N' JoI.NfI· . FIGURE 2.62A W . . W/2· TIANSV,illSl --.... WIAICINID PLANE JOI NTS .... ~~_~.' ON CINTII .... (""'XI 4 . '. " JOINt •• AUI & . .. I. 1 ., o . . '~ . ..:,. ..: .. -:. .. . ... "'. . . . .. . ..-.. ~ - . . . ... .. ...... :: . l .. . -:'10 I,.. .te , ... "' -<I ' .. '\) .... . ! . ,.", 1)' ••• ·-iD·lO w~ COHflHUC)'US (WIT" ADDITIONAL $rlIP' . 'DETAll 'WeAKENED . 'PLANE JOiP)lT H:.T. S. - AI:;PHA LA~ORATORIE·S,INC . SOrL & FOUNDATION -ENG}NEHhNG • e' • • • • • • • • • .' 2+71 RECOMMENDED , SPECIFICATIONS. orre~ufred for site prepsratiDn accordanae with the attached Sr·:·0~c::i. f:i ~~at :i. ons • . ProJf;)ct ~:~(yOlr '0 j../O 7/ B :1. 'I~I n \-J (5. r-;;.~·d i n m (:~ C) n t,(01111~·· 1 at f:') c:J should be a~complished in F:f;~cr.)mr{retlc:.l<-;Hj Gl' ,~~d i n(:i ~? + 7~'~ , CcH·:lP.f~lCT::CDN y Al ;1. . f;~l'Irl.)i:11'·d:~.l'Ii(·?rd~f'; l" !',; '!',r',i;,lctuT",sl fi 11 y !:;t'n.t:c·l:.ur·al, bi:~ck,f :i.l1 v r-(·:·d~i:d:n :i. l'H'i,. ~"all baC:k f i 11 y t1'f:~nc~h , bad·d":i.:!.l!1 anej ~:·)};C'f:)m,!:;:i.v{·:d.\:~ J.,Oc)!:;.f? na·l~:.i.-·;'!f~' . s:m;i,l ,!:~hOl..ll(.'J t.t(·?, CC)l'(IF"i,:l c~t (,:~d to' <10 'Pf:~t c(·?n't • r-"~.,,.(~)m~·,,,h t: !:;I.JbC-i"{' a·t.:l.f;)' . !:;hc>u 1. d, b (.? C(;)J'flr':'a,qtf~'d ,bCl' 9!:5Pf:·:T'· c(·:~nt. Ni:~tur-,S] und:i. sd;'l;rr belj' sed: 1 !:; h~:fv inf:i . an :i.n-·'!;;:i.tu r(,~'lati'v'(7) COl'ill'·:'act:i.on (Jf If:')!:;!:;' th,i:1I~1 B!:,:; p(01'Cel"it ShDUl d 'b(,~ Y" fi! ITI 0 V (.? f.'.l p l' ~:)I':"l ;:~e~(0'1:.lll c~r;ld COITII,,·,ic·tA?d . i~o $' 0 P~:)r-C(i'l"It • Z + 73 CUT -"FII...LTf~f~INnITIONlil.. M~E(.iS ~"heT'e. 'r-ound;:~t:i C. 1"1 !:; '~":i 11 t~ear·pa'{'t.:lalJ!:~ on, cut i:~nl.'.l p<:n't:i.i:~ll!:~ em .fill 'ar-(:7 not T" C=1 COllI 11'1 (-?I'·,I:.k,d • D:i. ff(·:~'{' f? 1"1 t C o I1i 1'.:. '{' (.?!:;!:; :i. ciI"i C h"rr' ~~c·t(0r i !:; 'l~ i·q!:; C)'f" !:; 0 :i.l!',; :i.n a cut anti f:i.l:i. !:;tatf;~ l'fIa!:~ ~N;)!:;ult :i.n une'w.Ji31 SUPPCH't and c:-on!:;~:)Guf;:nt:i.i~l cr-<:~ck:i:n<:i (. I'f" i'J t··('i~~n!:;:i.t:i.on OCC-Ul"'!:>' at foot:i.n<:i bf.·)ar·:I.l"I(:i J.(';)'l~?ll1 w~::-l'~:)CCHlIIi'I(·::-l"If;.1 that the·? '~nt:i.'I'·E) "~r'(-?a b(·:·~ undercut and replaced with ccmpacted fi11. Ul"lder-~uttinG sh(;)I)ld b<-.~ C;,)'j"(' :i: (0d to a mi n j, mUIT, 1.'.1 (·;)}'.'··th f.~'Gil;/::i.val f::-l"It to thC0 widest cpn~inuous footins ;b61ow the bottb~of footinGs. , . . , An isl·tC-:)T'n"d·,:i.'.lf:) to und~:·)·f'cut,t·:i.n<:i f()T" ·l~r·an!:;:i.·!~:i.bn~l i:~r·(·:)as :/.!:; to teinforce all continuQus footinGs with one No.4' bar in tbe t C) }':" ,,~ n d ern (.,:-N () • ' l·f 1::1 I:) r-:i. n :tA'I,f:~ b (J ·t t, cll'ilc} f' ··f O~~! n I.':l';:~ t :i. (3 I')!;:' • T h (.::- r·f.~:i.r·{fm'c:i:r·l<:i f:;hCH,l 1 1:.1 (,,-~·;-tC-:~hd lO . f~~'~:~t' f.~<i~'(:~h !:;:i.d0) . of th(·:" tral"l!:;:i.t,,:i.DI"I lin!!.·:-. ~? • / I.f C(jNF'lH:;T:IClN DF EXP{)NSIl.,,'E BO:n .. ii) !:;hi:H.lJ.l.'.'r bt'? "WCC}!'fl}":·],:1. !:;h~:;o(~ at r' ~:~ 1 i:~ t :i. v ~;: :I. \:~ h :i. <:. h 1.J~:~ t (,~-r-C~ Ci 1"1 t (.:~ 1"1 t + t1 C1 :i: !;;-t,. fJ'f' ,,~ C (J 1"1 t~?l"I t <:.1 t e(;)l'iIr':'c~ct :i. cd) !:;;hCJu:I. d bf? ;:~t :I. ~:~a !:; t. tW(J }'.:, f!: T' (f.·f:)IYc.. ,,~bDV~? pr-:·t ill'l'l..l1'fi l'iI(3istvre~ This will result. inJ.ess ene~~hl reGui~ed for e C) m I':·· a c:-·t i on y c::' 0 I"f!:; :i. '/:.1 (.:)1' ,~b :I. \~ :I. ('~'!:; !:; . t :i .. l'il (.? '(' <-.~ {~l..I :i. ,(,'(~i d f 0 '(' P'I' ~:~!:;atl . .Ji' at:i on t".i(.'i! 1 ow th~:) '!5 t r-uctuY" ~:~ 1I i~f'ld' (irt'(0,a:"\t,f.')1' df.·)Pf?nl.'.'i·ab 1 (.? !:; t1' (;.)1"1(:; th and !:; t<:~I:,'t:i.l :i. t !:~. c:l. (;)!:;f!: I1fCl :i.!;:' tl . .l1' C·;). cq:ird~ '(' (;) 1 w ill be·? to prevent saturation. F' is <:i (.? :1. () w .~ A'LPHA LABOR-ATOR'IES, INC. s6fL.& FOUNDATION ENGINEERING , I I I • • • • • • • • • • 3~ FIELD EXPLORATION: PrCldG~ct 2<?0 4 OliO ~I /Bl Two 'subsurface explorations were ~~de at. the locatiohs :,.ndJ.c"d~(·,~d cm at'!~<ich('?13 PJ.,,~·b:~ N(J ~:I. 01"1 De{::::;G~lTlb(',H' 9 JI 1 <;>~W + T h f:) !:;. (~) eN r-"l en' i~ t :i. 1J n!;; CD n i,; :i. !,~ t (.,~ 1.'.1 .0' of t:.l(:j 1"' :i, f'I G l,.; (~l r' i 11 e d . b·~:~ /11 (.:~ a n s , D f' a '('. Dt<:~l' \:~"-bl..lckf!!·l:. t !JP(·:·) d·'('·:i 11. r :i. G • . Th('i~!:~ w(·?.". f.~ d :i. r G"!qt.l!) I:; U 1'.,. f:) '1' v :i. l,; (.:.) d 'b \:/ C)"U'j' l'-" (.:.) l' !:, 0 n ,", (.:.~ 1 ~ Thf.'.' j!; lIb!i,I../T· of aCG: (i:'~'~ P 1 <:)1' <:~t:i. l1 1"1 !i; . Wf:~1' f::' (:: B 1" ~'ffJl]. !:~ 1 (j(i; iii '"-"1.'.1 ~"hf:~n msdf:'!+ Th(-;·~!:;(·:·) lClG!:i. 'a'{"(~~ l":·'r·.f.:'!;;(.;~ntfi)d (::'1"1 at.tac:·hf.",d Pl<:$'l',f? No I !5... 2 f:~nd 7:~ + f:jo :i.1 (~.l<i~!i;!:,::i; f:i. q<:t\~:j. en) .. :Ln' i~C(~c) 'I~d<:mcfi! t;3:i. th . tht: Urd. f :i . .(:i:,d ~1D;i.l Cla!:;!ii-:i.f:i.cat:i.em E·\:~!:;t(·i!m is Pl'fi)·!%:n'l',f:)l.'i on thf:! lO(;i!:;'t :~:n ai:.k.Ht::ioI"lY <i~ ·l.,(-?~·~t,u'i":al r..k:mcl':Lpt:i.onv ~·Je·t, c,ed.o'i"Y <in··'·.l~'a'i'(~~nt I'll Ci :i. ~; t 1..1 'I' G! va n d d ~::q"I.!:;· :i. t !:~ (;) r-c: () n!5 j: !5 t (.;) n c \:~ a r-(.:: (" i V,f:: I"J' (;)1"1 t h f:·: ], C)(:i ~; • f:)(:) :i.l I.:i<-U·I~; :i. ·t :i. ~::'!5 . 'f' C:)'j:~ iii r i:~T'll,.Il ii~:"" !:; (J :i. ]; iii· aT'~? ·(ii:i;. ',If.::'n "~i:; f? ;i, th (·i)·I' 'h:n'!:~ ]. OO.!:H0 y, 1 C) D !:; ~;! y I1i (")(:.1 :i. u I'Ii r.:i ~if n !i; ("f Y. d (,2 I''ii:; f? v· tH' V (·i} i' .!;~ cH:!!''!!:; (,:;. + C C) n !i; :i. !:; t (.? n C~:~ 0 f iii :i. :I. t \:~ ('J 'j" c :I. <i~ !:ff-""::~ i:; (J :i. ]; lE; a '(' (.:~ iii i v f'f n <-3!ii-(~) :i. -[-;h f..)'C' vl!:!r'!:~ !5Ciftv !ii-oftv 1'(IE·ciiul1l !:::t:i.:f'fv !ii-tiffv' Dr-har-d. Repr-ementative mamples of the t~p:i.cal sdils we'l'e Dbtain~d and r-etu'I'I"Jed to the labDr-atC)r~ for-testinG. C('J~e' samples ~-Jf?r'~:-;-cib·ta i, rH?d b'\:~ 1Ti(i'~ii1l'Hi, (Jf. <~ {:;p:l.:i. t tIJb~::-!i><:~mr--J.(·:J1·· y ell" :i. V(',WI into . th~:: l:;c):i.l t::t(.;) l'il(';:'''~n!;; of tf"I~:! II k~i) 11 \:~ I::tar' II. (Jf thf-:; dr :;.11 Y" j. C:i ~ 1'1'11::). (',HH,H" r:; \:~ T' f~GI..I :;.1' f:)e! ·to d1' i:VI::'f thf:f !:::<~''ii}':''l (·:·)'r·· :i li; ilf·ld~. c<:~tl::~:d 01"1 tl:w bor-inG lOGS as the IIpenetr-at:iol"i resistance"~ F'a<:iq :1::1. .1 <01. I ALPHALABORATOB1ES, INO . 'SOIL & FOUNDATIONENGINE.ERING I • • • • • • • • • • • 4 + LABOR,yrORY TEf.)TING f P'I'oJect 2904 O:I./();l8:1. La1:HJI"' <:,~t'C:H"!-J t~:':'f:d',!:,;, W,(·?·('~? P~:H' fcfT"m~?r.:i i n <:,~c~co'l' I:.f'an'cfj w i '~h .senefallw accepted American Societw, for T~5tinm and, Mate~ia15 (ASTM) te~t method~ and/oT" susGested p~ocedupes+ r:.:~?pr· (~1!;:'(':'1I"1t<~t i \.·~:·1 !:;SITIP:I. ~?5 Wf.H' f!! t01~; t (,:,1 I.':i f(Jr-f :i. ~:11 d IT!C):i. !:;'tur~? v and d (·:!fH:'; i ·t \:~ I' a 1"1/::1 f eH' l"" ~:H' C~? r'd', p <:'~~:. !:'; :i. 1"1 Gi ·l;.h ~:.! n U ITI b (':'n" ~? 0 0' !:i C;'Y' EH? 1"1, ~ f~€·1!:;I . .IU~!:,; of' thG)!:;'(';) t€,!~.·b; S"i'(':! PT"~:!!;;~:Yr'(t"(':'ld (:H', th~:1 0n·iF.·I(J'(',;.~t;i.cm, lom!:;+ In sdditi61"1p tests we~e pbffoT"med on t\:H:··:i. c,<:d ,.,md r-(.;) }~. '('. 01!~ 0'!'/"l tat :i. .... ~:! !:; <:'~ l'(f·f·:·} ~:.:, !:'; ,:t 0 t.:k~ t1? '('. 11'd .. n ~?, the ~arameters of :i. n'~~~:!1",l"ia} fr·:i. ct :i. o,n P ',' coh,·:!!:; :i.:CYI"I, " r{I"~N :i. IYl 1 .. 1 0" densitw. optimum m·o :i.!;; t,U1' €:\ C(JI::i"l:.f.:'.n{,' m,ntj F"citf:~n,t :i. <~ 1 .~;!NF··<:'~Fl!:; :1. Di",., these tests afepresented in tabular fOTm oh Nc) + 5. 'rh~;) T'(~!:;UJ. ts; e)f sttachl:.~:d PJ..ste ALPHA LABeJRA TORJ E~S; J;NC. SOIL & FOUNDATION 8NGIN~ERING , I I • • • • • • • • • • III .-s:: L.. 0 \1-0 III (..) .. ctf ..,. Ul 0 (..) ctf ....I ~ (1) > L.. Q o. L.. L.. III > ctf z: .. ~ 0 (1) ., e 0.... e ::J .-c: e 0 "0 c: 0 U- or; ..,. ::t- O V'Y ~ 1'0" ~ lit L.L. (1) F .:-: u w ..., 0 IX: 0.. JOB NUMBER: 2904 80 rll"1J Loca f/ol"1 PIc." $c .. /.' /" = flO' ALPHA LABORATORIES, INC . SOIL & FOUNDATION ENGINEERING PLATE NUMBER: • • • • • • • SoUBSURFACE EXPLORATION LOG Bori n9 Number UC Descri tion E Y O~~~"--~----~----__ --______ ----------__ ----~ . /0 C I-o 4- .- /0 U .. /0 ~ til 8 ttl .oJ .. z ' o I- 2 5 4 o .oJ LU 0: 6 '~ (/) tI/) 8 I-LU LU IJ... Z 10 LU U ~ 12 .cr: ::;) (/) ~ ~ 14 .oJ I-LU Q IX) /0 l- I- /0 > /0 Z i= 16 .. ~ \) «> a.. LU o 18 medium dense, clayey sand d· d 1 d 11.1 11 Q. 5 20.'2' melum ense, c ayey san. CL ~rey/Tan, wet, stiff:. silty, clay. 14.8 100.4 22.4 8 7.4 95.7 26.0 8 7.4 99.4 24.6 .'""'\ •. ~ 20 21 CL Grey, wet, stiff, silty clay. a... a :l .-C . ~ "0 C o u For legend, See Plate Number 4 . ~~------------------~------------------------~--~--~-------------------1 W JOB NUMBER: ~. ALPHA LABORATORIES, INC. PLATE NUMBER:. ~a:~L ______ ~9_0~ ________ ~=~=;·. __________________ ~ ______ ~ ________ 2~ ____ ~--... SOIL & FOUNDATION'ENGINEERING SURFACE EXPLORATION LOG • Bori ng Number 2 • UC Descri Y M P-• 0 SC Tan, moist, medium dense, clayey sand :z: with cobbles .. a I-2 <C U a -I . ---- • LLJ 4 . ...J I'd 0-CL Grey/Tan, wet, stiff, s i 1 ty clay. 7.4 96.5 25.8 82 :e: c: <C ~ (/) ~ <.!) 6' I-cu LLJ U' LLJ • IJ.. 8 .. cu :z: ""' Ul 11.1 98.8 23.4 59 0 LLJ U U' 10 <C III IJ.. -I 0::: :::l .. (/) • Q) > ~ 12 L. a -I 0 LLJ co III 14 L. :I: ~ I-se Tan, moI s t, dense, clayey sand. ~ ~, cu. 0 • :z: 16 .. ""' u Q) . ..., 0 L. 0-For legend, See Plate Number 4. E • ::J .-c: E 0 "C c: 0 u • ~ ""' ::J 0 en >--cu ~ cu u.. a ~~------------------~-----------------------------------T--------------------1 ~ JOB NUMBER: @] ALPHA LABORATORIES, INC. PLATE NUMBER: a:o 2904 Ct' 3 SOIL & FOUNDATION ENGINEERING ~L-____ ~ __________ ~~==~----------~--------------~------------------- • • • • to c: L-o 4- .. to .f.J III o U to ....I eO. ~ L-ei to L- L- to ~ .-s .g c: 8 &:: .f.J ::J o en )0-ro ~ ~ ~ (j w -, .~ 0.. . CATEGORIZATION GROUP GRAPH-TYPICAL NAMES & DESCRIPTION ~VMRnl I rAI .~ WELL GRADED GRAVELS, gravl!l-sand mlxturl!s. Widl! range i,n grain size -I GW ~ " ... .. ., > Io~ '! & substantial amounts of all intl!rml!d iate part i,c:le sizes. 10", <0 .... :J"5 or: II <.:III" 10 U rm " ... ~Q z ...... POO~LY GRADED GRAVELS, gravl!l-sand mix~ures • Predominatel,y one size '" ..; ... GP .. w,-0 " ~I~ ~! -I-C: or a range of sizes with some intermediate sizes missing. -u ... --~] > '" <.l: VI ~ ;m or: -1=, SILTY G~VELS, gravel-sand-silt mixtures. Apprec:iabl:e amount <.:I .,.~ GM ~JII 15'. :i ~I of non-plastic: fines. ",,,II .... ,:; ... v>z -I ... > II u .J-o~~ ... '" ~ ...... ~ !.t > I~~YEY GRAVELS, gravel-sand-c:lay mixtures. Appreciable amount on '" ..; GC o~~ or: <.:I plutlc: fines. ...... ~~ 0 V~~'l [WELL GRADED SANDS, gravelly sands. Wide range in grain size u~z II c: ~r SW ""';1:: II' '" zo'" :':~.:~:'~;' , substantial amounts of all Intermediate particle shes. on..c: .. ... ..c: ..; II or: ..c: "' ... ",II" <C: ... a z ...... 0", u ... u..c: CI' ..; ... em POORLY GRADED SANDS, gravelly sands. Predominately one lize ... ... ..;--: "'-0 SP ..... ~r-f; -I-c: .. U . .... or a range of sizes with some intermedlat~ sizes missing. .. ! z", j <..c: .. '" -:: IDIDl SILTY SANDS, sand-silt mixtures. Apprec:iabll! amount of c: ~"'I SM la-; :a ... non-plastic finl!s. ... ~ .... z "'-" u 0 ... "",g z !~ ..; SC ~ CLAYEY SANDS, sand-c:lay mixturl!s. Appreciable amount on of plastic fines. ML illIlll INORGANIC SILTS, Very Fine Sands, Roc:k Flour, Silty or .. ClaYI!Y FIne Sands with sl ight plasticity • "'''' >-II <--I ~~ u ... ~ INORG'ANIC CLAYS OF LOW TO MEDIUM PLASTICITY, gravelly .. E CL "'-~ Iclays, sandy clays, si I ty days', lean clays. ~ 0 ~i~ -I ... U"\ "'"c: IIillI ORGANIC SILTS ',ORGANIC SILT CLAYS of low pl'asticlty. rr", OL -..c: 5:l!n .::!. ... fil~N .. Ilill]] INORGANIC SILTS, mlc:aceous or d'iatomaceous fine sandy z ~~ " MH ~~ ... ~ lor 5 il ty soils, I!lastic 51 Its.' " CI U!j on .... >-'" ~ .,-.:; < -' ... INORGANIC CLAYS OF HIGH PLASTICITY, fat days. -. u e CH ~ II..c: .. !;I,": "'CI .. --~ .-'" 0 .. r ~"'I.l\ -' -~ .. -:JC: rm1J [ORGANIC CLAYS of medium to high ~Iasttclty. ..... on rr • OH -..c: .='" HIGHLY ORGANIC SOILS PT Cl PEAT, other highly organic salls. .. '. " Legend: P-200 = Percent pass i n9 No. 200 $creen UC = Unified C1assification ~ -Samp1e 1ocation E a Sampler penetration resistenee (ft. kips/ft.) y = Natural dry density (pef) 'M = Field moisture content (% dry wt.) ~ WT = Approximate loeat ion of water tabl e JOB NUMBER: ~ ALPHA LABORATORIES, INC. PLATE NUMBER, 2904 SOIL & FOUNDATiON ENGINEERING. 4 < • • • • .~ E ~ • ~ i 8 rc ...J • . Q) > .-L. 10 Itl t • ~ Itl Z . .j..I u .~ e' 0.. • § .-c:: .-E 0 '"C c:: 0 u • ~ .j..I ::J 0 V) f -• ttl La.. MAXIMUM DENSITY AND OPTIMUM MOISTURE CONTENT: (ASTM D1SS7 -METH. ) SAMPLE DESCRIPTION SO I L OPT I MUKMAX I MUM TYPE MO I ST. ,DENS I TY , • ' , (%) (PCF) B-l@1 1-2 1 Tan clayey sand 10.3 . 126.7' DIRECT SHEAR TESTS: (All samples saturated & drained unless noted.) SAMPLE B-l@1 1 -2 1 B-l@1 1-2 1 DESCRIPTION ANGLE OF CO~E~ION INTERNAL INTERCEPT • • Tan clayey sand (undisturbed native) . Tan clayey sand (recompacted to 90%) Grey silty clay {undistrubed native} FRICTION (PSF) 350 350 420 EXPANSION TESTS: SAMPLE CONDITION ~-1@1 1-2' remol ded INITIAL 'DENS ITY (PC F) 114. 1 MOISTURE CONTENTS (%)NORMAL EXPANSION I N IT I ALA I R DRY F I NALSTRESS ' (%J (PSF) 10.0 4.7 17.2 200 2.6 ~L-----------__ ------~------------__ ------------------~~----------------~ • o::a JOB NUMBER: I a J ALPHA LABORATORIES, INC. PLATE NuMBER, 2904 SOIL & FOUNDATION ENGINEERING O"L-__________________ ~~~ ________ --------------------~~----------------~ 5 • • • • • • • J ) < . RECOMMENDED GRAD I NG SPEC I'F I CAT IONS -GENERAL PROV I S IONS INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to receive fill, c;tnd the ,placing and compact ing of fill so i1 to the 1 i nes and grades i nd i cated on the accepted plans. The recommendations contained in the preliminary soils investigation report and/or the attached special provisions are a part of the recommended grading specifications and shall supersede the provisions contained herein- after' in the case of confl ict. INSPECTION & TESTING A qualified soil engineer shall be employed to inspect and test the earthwork in accordance wi th these spec if i cat ions and the accepted plans. 'I t wi II be necessary that the soil engineer or his representative be' allowed to' provide adequate inspection so that he may certify that the work was or was not ac- complished as specified or indicated. It shall Qe the responsibil ity of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes, new information' and dates, ~nd new unforeseen soi I con- ditions so that he may make the~e certifications. If substandard conditions (questionable soil, poor moisture control, inade- qu~te compa~tion, adverse weather, etc.) are encountered, the soil engineer will be empowered to either stop construction until the conditions are re- medied or recommend rejection of the work. Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content -ASTM D1557-70T Density of Soil In-Place -ASTM 01556 or ASTMD 2922 and 3017 PREPARATION OF AREAS TO RECEIVE FILL Vegetation, brush, and debris shall be cleared from the areas to rece1ve 'fill. Excessively loose or detrimental soil such as loose topsoil, plowed ground, or substandard fill should be removed to competent soil as indicated in the pre- liminary sorls investigation report or the special provisions, or as determined in the field by the soils engineer or his representative. ' • • After clearing and removal of undesirable soils, the ~urface shall be scarified to a depth of 6 inches, brought to the proper moisture content, compacted, and tested for the minimum specified density. When the slope of the natural ground receiving fill exceeds 20% or when con- sidered neces~ary by the soils engineer, the ground to receive fill shall be stepped or benched •. Benches shall be cut to firm, competent soil. The lower bench shall be at least to feet wide and successive benches shall be ~t least 6 feet wide. The horizontal portion of each bench shall be compacted pdor to receiving fill as specified hereinafter. FILL MATERIAL Materials placed in the fill should be free of deleterious substances such as- • excessive vegetable matter. Granular soil sharl contain sufficient fine ma- terial to fill the voids. Oversized rocks, expansive and/or detrimental soils are defined in the attached special provisions. these soils may only be used in the fills if provision is made in the preliminary soils investigation report and/or only with the explicit consent of the soils engineer. • • • • PLAC1NG AND COMPACTION OF FILL Approved fill material shall be placed in the areas prepared to receive fill in layers not to exce~d 6 inches in compacted thickness. Each layer shall have a un-iform moisture cont·ent in the range that will allow the compactive effort to be efficiently applied to achieve the specified degree of compaction. Each Jayer shall be uniformly compacted to the minimym density with adequately sized. equ i pmen,t, e i the r s peci fi ca 11 y des i gned for so i 1 'compact ion 0 rof proven reI i a- bil i ty .. Field 'density tests to check the degree of compaction will be taken by the soils engineer or his representatlve. The location and frequency of the tests shall be at the soils engineer1s discretion. In general, tne. density tests will be at-an interval not exceeding 2 feet in vertical rise and/or one te.stfor each 500 cubic yards of fill placed. ~ \), SEASON LIMITS Fill should not be placed during unfavorable weather. When work is interrupted' by heavy rain, fill ing operations shall not be resumed until proper moisture content and density of the fill has been achieved. Damage resulting from wea- ther shall be repaired before acceptance of the work. UNFORESEEN CONDITIONS In the e'Jent conditions are encountered during grading that were not encountered during the preliminary soils investigation, Alpha Laboratories, Inc. shall be ilTlTlediately notified. We assume no responsibil ity for conditions which differ from those found and ~escribed in the preliminary soils investigation repori. • • • RECOMMENDED GRADING SPECIFICATIONS -SPECIAL PROVISIONS; • The minimum degree of compaction to be obtained in compacting natural ground and in the compac~ed fill shall be 90%. • Detrimentally expansive soil is defined as soil which will swell more than 3% against a pressure of 150 pounds per square foot from a condition of Optimum Moisture Content and 90% Relative Compaction. • Oversized fill material is defined as rocks, old concrete, or lumps over 10 Inches in diameter. At l~ast 40% of the fill soils shall pass through a No. • 4 U. S. Standard Sieve. Oversized material may be disposed of offsite or.in specially designated non-structural fills specially designated at the time of grading. • • ) math/tee COMPUTER AID FOR ARCHITECTS AND ENGINEERS 118 SOUTH CATALINA I REDONDO BEACH, CA 90277 (213) 374-8959 " JQE: ROBISON 38 UNIT. CONDO, NAVARRA.ntt. ~A COS'TA';, ~/2a/8l' P4GE 01 U, VALUE CA;tCULAT,ION : cb CO:NJ). # l VOLUME. ROOF AIR FLM EXT Ii . ROOF TILE ~LYWD (l.Ze/IN) * ~5, ~ 3A1'T ". GYP ;anD (.9/IN) '* • .5 . ~ A.IR iLM S,LOt~ ii TOTAL ;;: tin ;;: . FRAMING ADJUS'T, ~ COND. # 2 ATTIC ROOF .17' .22 ,925 19. .• 4;5 ·~.62 " Al~. FLM U~g .$1 BATT' i9' GYP :BRD (.9!lN) *~5 . ~ .45 AIR ItM UP Ii ';~1 20~67" 4.8E-02 TOTAL ~ 1/R :; FRAMIN(} ADJUST 4:~, 8E-0·2 * 1 .15 :::. 5.5B-02 ~. COND. # 3 ~ECl ROOF AIR FLM EXT H DEX~O-TEX . PLYW» (l,.25/INl * .625 111: BATT ., ". GYP llRD ,(. 9/t N) * • 5 . := .AIR FLM UP H TOTAL .;;: l/R' =: FiU.M I NG ADJUS T ~' CO~D. #4 EXTERIOR WA~L ~~~6.~~M l1XT R. :BATT ' GYPBRD (.9!IN) * ~5 = AIR FLM HltZ R&C TOTAL ::; '21 ~34:13 4~8E"02 4 ~ 6E"02 ftc :.t .1.5 :: 5 ,~.2E702 .17 '.235 11 .. ",,'4.5 '~68 '12.535 . :' .:*' :' . . • -=.. ¥ . .. .. ... ~ -.., til. '-. ...,... ... ...... ,# ~j. ", ••••••• ~~ o..~,'r ~ .. ,. ~'" q''OF CAlW~'" ,~" "1 -,,,\ ""'f •.. ,t.'."'" . ' <" '" JOB = ' ROllISON 38 UNIT CONDO l/R ,: FRAMINGAJ)JUST ' ~ COND. # 5 GARAGE WALL AI! FLM HRZ HScC GYP Inu> (.9!IN)' * ,.625 : ~ATT ' GYP »~D (.9/IN) *.5 ~ AIR 1LM J,tRZ H&C TO'J]AL ;:: 111 ;;;: FRAM1NG AD1US'f );..' CON;D.# 6,ATTI~WALL AIR FLM RRZ liScO l3ATT ' ' GYP lEn (.9/IN) * .5 == !II 1LM HRZ USC TOTA'1 == i/i == FRAMING ADJUS T' 4 CONi). # 7 itR O/GARAGE AIR FLM DWN ' GTP BRD ',.9/IN} * .G2~ 1= AIR SPAC~ BIZ B&e ' PLTWD (1.251IN) * .625 - AUl: FLM ,:OWN" ' TOTAL =: 1/1 == ,FRAMING ADJUS T \.., CO'ND~ # a FItR o/GARAGE i/R-l1 AIR 1LM DWN . GYP.:B:lD (.9!IN) # ,625 == BATT " " ,tTV» (1.25/IR) * .626 =, AlIt FJ,.MD\1N ' TOTAL == l/R = "FRAMING ADJUST, MAlAaR! '~R!' .S8 ' .. 5625 '11 ~45 ' :8~' .68 11 ~45 , ;$~ ............. '12 .. 81" , 7 _~$}1~0.2 . 7,~~E~~2 * .92 ~5625' ',,8 , ~78125 .92 , .,92 ':5'625 '11 .78125 . '.92' , 14~183a 'lE-02 " 11'O:O'S'1'A t/28/81 ;P.~E 0:~ , , "- . ~ ~ 7E7'02 * 1~1:= 7.7E;-02 JQ»: BO·BISON 38 UNlT CONDO NJ. VARltA DR. ~. COND. # 9 FtR O/GARAGE' W/R-19' AIR FLM' DWN .' G'Yl' :a 11l) . { .9/lN.} *. .;625 ;::: BATT PLYWp (1.25/1 N) * .525 ' 1= AIR'FLM DWN ~ TOTAL ;::: lill ;::: , FRAMiNG ADJUST l~ COND .. # 10 JOIST F~R,' A,Ill. rLM DW·N PLYW]) (1.a5/tN) * '.625 ;::: AIR ELM DiN . TOTAL :;: lin ;::: FRAMltm, ADJUST \ -COND. # 11 JOIST' :F~R W/R,:",l! AIR FtM DWN BATT PLYWD (1.2fS/IN) '* ~62a ;::: AIR FLM DiN 'rOTAt :;: llR' = FRAMING Al)JUST 'rn COND. # 12 JOIST l'tRW/R""19 AIR FLM DiN BATT PLYWD (1. 25/IN) .* ,~625 ;::: AIR FLM DWN TOTAL :-l/R ';::: FRAMING ADJUST 't'\ COND. # 13 CAN!J.'ILEVER itR AIR FLM EXT 1f STVCC.o, ' AIR SPACE HRZ E&C ...... MATR/TEC--. .92 .5625 19 .. 78125 .9g .• 92 ~7S125 . " .t92 ' " i~2 .76-12'5 . ~.92 LA C;OSIJ:A ',l./28/B,l PAGE 0"3 , .' , ~, ; . ," . . " .,: .' JO.ll: ROBISON 38 UNIT' CONDO NAVARRA lfR. ' PLYWTr (1.a5/IN) >',c .. S2'5 = ~ .78125 AIR rLM DVM . .92 LA COSTA. ; 1/2B/8l . -PtGE 04 TOTAL = i/R = ,FRAMI NG ADJUS W- , 2~90625 .344 . -~344 *".~ 9~ ;; •. 32~ \ 'COND. # 14 'CANTtX;EVER FtR W/R:1i' AUl FLM EXT Ii STUOCQ BATT ' ptt'D (1,25/IN) * .625 = AIR FLM DWN TOTAL ::: 1/i =: . FRAMtNG ADJ(TST AIR FLM EXT R $TtJCOO ~ATt , PLYWl) (1 .. ~5/IN.) '*, .525 = AIR 1LM DWN ' ' '1'01'1L ::: l/l? ::: FRAMING ADJUST .17, 41235 11 ' .. 78125 'jOS2" "1$.1063 7.6i-02 7;6.~0~ * 1.1 = $.31-02 , "7 -,l:-. ,235 19' ' .. 7-6'125 ·92 JQ»# ROBISON NAVARRA na LA COST! "'~12S/8~ VARIABLE TA,:BLE: . DEGltEE DAlS tINT!R DESIGN TiMP INTERIOR TEMP TYPIOAL 111'10 , INSUL wi UNDERFI.R 2092 , :57 70 Tl== 35 'T2= a8 1'3= .15 •. 5 . PA'G'E 0~ C~l>t1 1979 , NON-INSUL WI' UNDERFLR GROSS L~VIN.G AREA . 1'4:;< 11.5 . 697.a * .16 == 1116 SQ.,T. ;eAS.'1'C GLASS' AREA. ARE! 1 . 1342.4 2 1805.4 :3 249' SKYLIGHT AREA AREA 1 3940.4. 2 345 3339 A~L9W ALLOW A.9~yAL' U . Tl) 33 6E-02 ¢ 5 •. 4E-02- 6:&';"'02 28 ' b$, .. 5E-0~ 6:$. .... ~:t2. 33 ALLOW ALLOW -'U" TD c:::::.. 5.41':"02 AOTUAt 'U: 1.15. AOTUAt TD 33 28 ) 33 ACTUAL 'I'D 33 ALLOW ALLOW A(fTUAL' .lOT-UAL 'ij' TIt 'U,., TV 9.5E-02 . 33d 8. 9·E ... 02 33· 9.6E-02 16.5~8.3E-02 16.5 9 .6'E-02 16~5 s8~gE-02 16'~ 5 G LAS S ' .... -.. -.---,.. ....... -.. -.. --............ .,. ...................... -~ ... ,.. ... -.. -.. ..... AREA ALLOW ALLOW ACTUAL -ACTUAL 'u" ~J) 'Uil' TD , 1116 1'.13 33 1 1115 ~\~\e rCr"le 1.13 :33 -.... MATH/TEC-- ALtO,if ~'fU: LOSS 2657.95' $029~71 493.02 -.. - A!iLO)l - BTU'tOS'S . . . . (SEE GLASS) -. AtL0W :810' LOSS '12353.2 540 .. 788 ~31.3a2 . ALLOW BTU toss 41;633 .. A€TtlAL ' :STU to.sa " 2392,.16 , . 2777.24 427~ .. 2e4: . AQ'.Ct1!t . :stU'LOSS ACTUAL :BlJ:U LOSS 1157·3 472~478 492.228 AC'TU'AL· . ,':sTU. ~,OSS 4\157e~3 ., , -, '. , "', , JQ1H ROB IS-ON ENlEL. OF UNITS '1-4' N.tU.RR! DR-LA.cosmA 1/28/B1 ' FLOOR AREAl PERIM .~~~~--~-~~~---~~~~~~~~~~~~~~~~~~~~~~ 1 • • • ALLOW ALLOW AOTUAL' AO'rUA;t 'u' " TD ;U-' TD TOTA_L ENVELO.PE, CONDUCTIVE-HEAT LOSSS1]MMlltY TAB-LE: - ROOF W4t.L . GLASS rtooR- TOTAL ALLOW 61e0~69 , 13425.e 41633',5 1271_0,.6 73950.1 ACTU!L 5596 .. 68 12537 .. 7 . 43703~5 10836,.2 72674.1 DUCT LOSS ::; .15 * TOTAL BEAT toSS .15 -105834 % _-.9 .. 93 1.:04: .as -.-98 ,aLLOW B rtf t qs-s 457$.03 4434:.~01 1787'.'51 19.1,1 - ALLOW, BTU LOSS 7395~f.;1 • ........ • •• ., ••••••• -:. -.-•••• : ............. ' ... ~ •• • -1 •• '.' .'---••••• • ••• • • • ~ ........... -. • .. •• ",.,. ..... , .. tt ••• * .• 'Ii • , •• ~_ .... ~ •• ' !'..' ... -~ ~ , •• ~ • ~ ... ' TOTAL ;DESIGN-ED H:gAT t,0SS (.BTU/RR) MAX :BONNET CAPACITY (:STU/HR) OF GAS lURNACE EQUI?MENT 12~709 * 1.3= (- --MATH/TEC-- PA~!i 0-6 AC!UAL :s1'U LOSS 2152.23 44~4:,~01 1787'l' .. 5! 246:2~.6 ACTUAL $rn toss . 7267*.1 15875 1.21.709 -1.5822"1 .. ,,' , "-,,,-,;. 1 I .I i JO:B: ROJISON. EN-VEL ~ Of UNITS '1-4' NAVARRA DR LA COS~A 1/28/8! P~GE--07 NOTll; ,VARIABLES LISTED !BOVl VALID O~Lt 1F '1:lr:EY REiL'ECT ' ACTUAL JO:SSITi CONDITIONS II '_ ' -:-MATR/TEC-- .:, JOB: ROBISON-ENVEL. or uttITS ... 1 .... 4' NAV!lUlA. DR LA COSTA . 1/28/81 ***** ANNUAL DESIGN LOSS ***** DD x i.D.l~ X '0' x 2' I '1 • Annual De~lgn Los$ 2092 x 121709 x 1 x 24 I 33 ;; 1,.85174E+0-S Blag. Goe!f. ~ 12.6S BTU/SQ.IT./DD -... Ml TH/TEC,"'-. :PAGE -08 .. t I J<rs:. ROl3ISON NAVARRA l;)R LA COSTA .. -1/28/81 - " , PAGE::09, TITLE 2* 1iESID:ENT-lAL 'STANDARD DESIGN ENVEpOj>E.' VARIA:BLE 1'A';6L11: -' DEGREE DAYS WINTER D.ES lOoN TEMP INTERIOR TEMP T!PICAL - ATTIC 2092 . 37 70 1'1<= 3-3 1'2=2& T3= 16.5 '1'4= 11.5 CEDM 1978, INsut W/ UNDERFLR . NON-iNs-ttL '1/ 'f]N,l)ERFtR GROSS LIVING AREA 4.p81 * .16 =.732 SQ.FT. lJA,SIO GLA~SAREA. .\ AREA ALLOW ALLOW ACTUAL ACTUAL ALLOW, ACTUAL 'ij' TD 'ij' Tn :STU' toss' 13'TU 1.O.SS ' 1 807 6E-02 33 <!:> 5.41-02 33 1597.86 14.3S.07 2 1359 61-.02 28 b 5.5E-02 28 2285~12 2092.136 ;3 249 -·6E"'02 33 c:::::-S-. 2E.:-02 33 4a3.0~ 4'27.2S4 '-",' SKYLIGHT ........ _ .. ___ .................. _ .. .,. ..... ..., .... ~ ... , ..... __ .. ~.i.i.-'!_~ __ ... AREA ALLOW ALLOW ACTUAL AOTUAL ALLOW _ ACTt)'At 'ij" . TD 'ij' 1'1> :8'TU LOSS BTU' LOS.S (SEE'G~ASS) .0::>\ ")\ e r~4<:. ,- 1 48 1.15 33 1821..6 , , WALL ~-~~~~---~-~~~-~~~~~-~~~~-~~~~-~~~~~~~ AL~OW-, AREA ALLOW, AlaLOW ACTUAL. AOTUAL AC'fUAL- "u" ~J) 'tJ" '. Tl) BTV toss ;STU LOSS 1 2648 9.5E-02 33 da.9E"'02 33 8301 .. 46 7777 .. 18 2 24.9 9.5E-02 16 .5~ .• 31)-02 16~5 390.308 341.0'05 5 195 9.5E!-02 16.5 . ~ 8;&-02 iff. 5 3~5:~~6e3 ·2a3 •. 1~ GLASS ...... -.. --...... -.. -.. ,.. .................... ,.. ...... --.;-~ ... ,..-........ .,.,. ... ;;--, ...... - AREA ALtow ALLOW ,ACTUAL AOTUAL ' ALLO.W " AowtrAL ' - '0' TD 'u' TJ) ;BTU LOSS BTU LOSS .; 732. 1.13 33 27$32' 1 736 ~"Iler~ 1.13 33 27445.4:' --MATH/TE·O .... - --: " , . ~ ' -, :1 . -'I j " ,I ,I :1 ,1 ' :1 ,'':- . .} : ~ l ". ~. I I l J J I l f r f .. t: r- f f. -. , " JOIU ROBISON ENVEL. OF UNITS . '5-7'. NAVARRA 1>)1 -LA ',G'OSTA l/2~/al· .' FLOOR M~ __ ~_~~~~~~~_~~_~~~_~_~~ ______ ~~ ___ ~ AREA. ALLOW ALLOW ACTUAL ACTUAL PERIH 'Ue TD '0' :1'3) 1 ,133:8 <Z9 .2~-5 11 •. 5 h 7.?;E-02 '16.5 ~358 2 1077 tL·358 11.5 TOTAL ENVELOPE CONDUCTIVE liE-AT LOSS SUMMARr.~ABL;E: aOOF WALL GLASS FLOOR TOTAL . ALLOW lCTUAt 4:374 ' 3969.22 8997.45 8401.52 '27332.1 29267 80.9.95 . ~133.9' 48753-.5 47760,.5 11'.,5 % .9 ~93 l.iJ? .76 ,.97 INFI.LTRATION = FLOOR AREA * CL(} BGaT * RAT! * Tl 4581 8 1."8E .... 02 35 DUCT LOS'S = .15'* !(!OTALHEAT LOSS . .15 .. 69529,4 TQ~!L DESIGNED. BEAT LOSS (BTU/HR) ALX,OW :BTU LPSS 361.fh95 4454-;01 MAX BONN-ET CAPACITY (BTU/Hi) OF G,A'S ]lUIU4'!CE· EQUIPMENT 79956.8 * 1.3::: ·NOTE: VARlA:Br,ES LISTED A]OVE VALID ONLY IFTBEYREFLEC1: .... -M·,A.Tli/TEC-- PAGE . l0 ACTUAt ]~ttr LOSS 1699.-93- 44;34.01 ACTUA~ BTU LOSS 47780.-5 . . 21768.9 79968.8 103946· _ . : -I · • JOB: RO;SISON AC·TUAL J·OBSITE CONDI'tION5. •. ·. .... -HATH/TEG-- N~VA1tl1A :DR· LACO~TA . 1/28/f3~ PAGE 11 " " \ .. , JQ:B: ltOBlSON EN·VEt. OF UNITS '.5-7' NA'ARi~ DR ***** ANNUAL DESIGN LOSS *~*** DD X T.D.L. X'C'.X.24 I Tl = ~nn~-al. Des18Xl Loss . 2002 x 79959.8 X 1 ,x 24 I 33 ;; 1.21654;E+06 ildg. Coel!. :: 12.69 ;BTU/SQ .• FT./DD . --Ml~R/TEC-- . I LA COSTA . 1/2S/a.1 PAGE' 12, .. , 'I . " tl 'JP]: ROBISON ENV:F;L OF UNITS '8-10'.&,'36 .... 38' NAVARRA·nE,· LA COST 1/~8/81 PAGE.' 1,3 TITLE 24 RESIDENTIAL 'STANDARD DESIGN ENVELOPE' VARIABLE TABLE: 'DEGREE DAYS WINTER'DESIGN TEMP INTERIOR TEMP TYPICAL ATTIC' '209'2 37 70 " . Tl= 33 T2= 28 T3= 16.5 T4= 11.5 . ,CEDM 1978 INSUL wi UNDERFLR NON-INSUL WI UNDERFLR GROSS LIVING AREA 4581 *' .16 = 7'32 SQ.FT. BASIC GLASS AREA. ROOF ------~--~---------------------------- AREA 1 807 2 1359 :3 249 SKYLIGHT AREA AL.LOW 'ALLOW . ACTUAL ACTUAL 'u' TD, 'u' . TD 6E-02 33 ~ 5 .. 4E--02 33 6E~02 28 b 5.5E-02 28 6E-02 33 <:::-5. 2E~02 33 ~ __ ~ __ ~_ ... __ ' ________________ ... _____ e:o-__ ALLOW' ALLOW ACTUAL ACTUAL 'U' TD 'u' , TD 33 , WALL --~---------------,------------"-------- AREA AlLOW 'ALLOW ACTUAL ACTUAL 'u!' , .TD '"U' TD 1 2648 ,9.5E-02 33 cJ 8. 9E:-0:2 33 2 249, 9.5E-02 16.5e8.3E-02 16.5 , :3 195 9.5E-02 16.5 ~ 8. 8E-02, 16.5 GLASS -----~~------~-~-----~~---------~---~. AREA ALLOW ALLOW ACTUAL ACTUAL' 'u' . Tn 'u'· . TD 732 1.1:3 33 1 736 ~~\e roV\€:. 1~13 33 . --MATH/TEC-- " ALLOW BTU LOSS . 1597 ~86, ,2283.12 493.02 ACTUAL . :BTU 'LOSS .1438.07 2092.86 427.2'84 .. ALLOW ACTUAL ::BTU LOSS " :BTU liOSS . (SEE GLASS) .1821.6 ALLOW ACTUAL :BTU' LOSS BTU LOSS 8301.48 7777.18 390.308 341.006 305.663 283.14 ALLOW ACTUAL. BTU LOSS BTU LOSS 27332 '27445.4 JO!~ ROBISON NAVARRA DR' LA COST . :l/2s/a1 ' PAGE '14:· AREA. PERtH 1 1338 2 718 3 78.5 'ALLOW ALLOW ACTUAL ACTUAL '0''' . 'I'D 'ij' Tn <:1 • 235 11.5 ~ 7. ~E-02 ' 16:-5 ~ .358 11,,5 «::-.358 . it,.!;) 21 ~b 27.06 Ori,l~de TOTA-L ENVELOPE 'CONllUCT!VE HEAT LOSS SUMMAa! TABLE:' ROOF ;lALl,' GLASS FLOOl TOTAL ALLOW 4:374 8997 •. 45 . 27332.1 6220.45 46924 ACTUAL 3958.22 8401.32 29267 6180;.15 464;06.7 % .9 ~'93 1.07 ,82 ALLOW :B.TU LOSS 36,15.95 zesls ~0i i64a:~5 . ALLOW' .. $TI1 LOSS 46924 ' " • j .. • • • .. • '. • !It -• • : .,. t \Ill .. • ..... 'It " ' •••• ~ • '.-• < •• ,.' ..... ~ .... • ' ..... ~, .. '~: ••• ••• ~ ••••••••••••.•• ~ ••••••••••• ~ ••••••••••• ! •••• ~ !!", INFILTRATION ;:; FLOOR AR;EA, * CLG HGR'l: * RA.TE ,. '1'1, , 4581. 8 1. SE-02 33 l)UC.'r LOSS =. .15 * TOTAL B~AT x.oss . • 15 701?5.6. <I •. it't·· "'.," ' .... ' •• ".' "'.0·' -. • e'" • ' •• " .'. ' •• e' • ,.-,,' ••• : .. ' •• ;1i .. t': •..• "".i!: ........... .. • •• ' '.-.",~"". -. • • .-•• , • .. • • .. • • .-... " • ' .......... _.~ • ,. _It' It .~ •• , •. !' _ : •• '.~ ! ~ -.~ ,.-~.-' ~ TOTAL DESIGNED HEAT LOSS (lTU!BR) M.X :SONNE·T CAP!OITY,(;BT-tJ/HR) OF' GAS FURNACE :EQUIPMEHl!' . 8070'2 * 1 .. 3=:.. '. -.... MA~H/TEC-- . I ACTUAL· BTl] LOSiS" . 1699 .. 93 ~956.01 2124~21 . ' ACTUAL :e1'U LOS$' 48406.7 , . "21768.,9 80702 J-Q~: ROBISON ENVEL OF UNITS '8":"10~&'36-38'" . NAVARRA DR' t~ CO-5T 1/28/81 P~GE 15 , NOTE: :VARIABLES LISTED ABOVE VA,LID ONLY IF THEY aEF-tEeiI' -'AOTUAL JOBSI~I OONDITIONS~' . . ..' --MATli/TEO---- JOB: ROBISON SNVEL, OF UNITS 'S-10'&'36-3S' NAVARRA DR ***** ANNUAL DESlGN LOSS ***** ' DD t T.D'.L.'x '0' X 24 I T1'= Annual D~s1gn Loss 2092 x 80702 x 1 x 24 "33 :;;: 1.22784E+08 Bldg. Goett. == 12.81 BT-U/SQ.FT. .iDD . , .... -MATH/TEC .... ~ LA CoS~;t/28/Bl· PAGE 16 lINVEL OF UNITS -~11-.14' , NAVARRA DR LA COSTA' 112$/al PAGE -17 . TITLE 2~ RESIDENTIAL 'S'T!NDA~n DESIGN ENVELOPE,' , , v ARll:8LE; 1'4:8LE: DEGltEE DAYS. WINTER DESIGN TEM~ lNTEIUQR TEMP TYPIClL , ATTIC 2092 37 70 Tl~ 33 T2l[!: as '13:;:-16,.5, INSUt WI UNDE:RF~R NON-INSUL wi UNDERFLR GROSS LIVIN-G AltE!' . 'T4-11,,5 ~ , 0109* .. 16 '=977 SQ!FT. :aA:S~rca.LASS AREA .. AREA 1 1076 2 1812 3 332 $K!LlG11~. -A~~9W . AlJLOW A96qAL ACTUAL TiD 'TD BE-02 33 ~ 5 .. 4E.-02 '33 6E-02 28 b-5~5E-02 26 6E-02 33 c:::;... 5.2]),-02 33 ... ...... ,...-.. ~ ........... -.... ~ ....... NII!_ ... __ ~ __ .. __ ... _ ...... ~ .. -* . '. .." '" . AREA ALLOW ALLOW AC'TtJAL' AC1'UAL' WALL AREA 131.78 2, 332- 3 260 GLASS 977 1 918 'u' T'D -·':tr' TD . 1~15 33 ~~~~-~~--~~--~~~ .. ~~-~-.. ~~~~-~-~--~~~-. . - A~LOtl ALLOW AO'1'UAL, A-6T,UAL "U', TD ,-u' 'I'D . 9.5E""'0a 33 d 8 .-9E"'02 3~ 9.6];-02 16.5eS:3E-02 16.5 9.5E .... 02 16.5~8,.aE-0·2 16-,5 1,,1335 ~l~le.. "'~~ 1.1.3 33 --MATB/TEC-- ~~~O'!OSS 21.30,_*8 304',.16 (;357.36 'ALt9W ;aTULOSS ,<SEEGLA$S) ALLOW B.rrU LQSS 996~~03 520.4:1 4:07~55, lL):.OW :BTU LOSS' 3644-2 At,TUAL ~reU'LOSS 1917~43 ~790:~4a ' e69.71~ ACTUA.L :BT-U toss AC'rUAt BTU LOSS 9333.7~ 4.64'.674 377,.52 " AOTU4~ ~T\l LOSS --, .' J013; ROBISON ENVEL OF UNl~S '11-14;", NAVARRA;. . DR LA 0081'A1/2-6/61 ' FLOOR ARE.A-, PERIM 1 178'4" 2 14..36 ALLOW' 'u' ,,235 ,.·358 ALLOW ACTUAL TD '.0 ' 11.5 ~ .235 11.5 -. .\:;:-.356 CONDUCTIVE HEAT LOSS ,SUMMARY TABLE: ROOF WALL GtASS FLOOR TOTAL ALLOW 5832 10991 36442,.8 10733.3 63899 A ClftIAL 5277.62, 10'1-56 ~e661 ' 10733.3 , 62937.9,. ACTUAL' ~D 11.5 11'110 %, .9 .93 1 1 .9S IN-FILTRATION :I;:: FLOOi. AREA * OLG HG1!'f * RATE * '.t1 6108 8 1.8E-132-33 DUCT LOSS = .15 (( TOTAL HEAT LOSS ~t5 $1863.1 TOTAL l)~$IGNED lIiAT LOSS (BTU/HR) ALLOW ~~U toss 4621.26 59:1~.~1 'ALLOW B~tr 10SS 6$899 MAX :BONNET CAPAOITY(:BTU/Hlt) OF GAS FURNACE EQUIPMEN~ 1056'3 * 1.3= ' ," "PAGE. 18: ACTUAL ~TU LOS$ c; 4821.26, 5912:01 ACTUA!. BTU LOSS-e2B31.~ .\ . , " 29025.2 ":1 . " , j 13779-.5 l 10564:3 .. 137336 . - ENVEr, Dr VNITS ~11-14' NAVARRA DR LA COST'A 1/2B/81 pA:!lE'l9 I r " " . JQB: ROBISON JNVEL OF UNIT'S '11 .... 14:' NAVAltRA J;>R. LA COSTA t/29/S1>' *****'!NNU!L·D.ESIG~ LOSS ***** Di>':t T.;D,L. x ~C' x '24.: /1'1 ;; .Alln.u~l De,$ign. Loss 2092 X 10564;3 X 1 :x 2'4 I 33 =-1.$073E+08 ~1d.~'. Coet!,; =-12.!)7 :BTI1/SQ .• JT' • In}}· PAGE . 20 , ",'''., -,J . -" JOB t ROllISON ENVEL OF UNlrrS '15-17' , NAVARRA DR • ·LA COSTA -1/2S/81 TITLE 24 RESIDENTIAL 'STANDARl> DES'IGN ENVELOPE' VAlUABLE TAntE: DEGREE DAYS' WINTEa PESIGN TEMP INTllltIOR TEMP TYPICAl. ATTIC INsut wI UNDERFLR 2092 37 7:0 Til;:: 33 T2= 28 T3~ 15'.5 PAGE.· 21 . 'G.EDM If)78 , NOn"'INstn;" W/ UNDERFLR GROSS LIVING ARE! ' ' , T*~ 11.'5 4:812. *' .16 := 769 SQ.FT. :SASIC GLAS-S AaJlA~ ROOF ~~-~~~~~~~~~-~~~~-~~-----~~-~~~~~~~~~ . " . AREA ,'ALLOW ALLOW ACTUAL ACTUAL 't,l'" 'TD 'U'., T~ 1 84:2 214:70.6 3 167.6 S[YLIG'HT 6E-02 ~3 ~ 5.4E-02 33 6E-02 28 ' b 5. 5E-02 . 28 6E-02 33 ,~5.2E-02 33 -AREA ALLOW A,LtOW 'ACTUAL :.ACTUAL 'u" TD . ,''0'' ' 1'D' . «GIr'\';1\e l.s ~~6-hC-1.15 33 AlUlA, 1 3,415 2 124 3, 240.,5 AREA 769 ALLOW ALLOW ACTUAL ,A'erU!t ':u' -TD 'u' 1'1> 9 .. 5E-02 33 'd a. 9E·0:2 "33 9 , ~E~02. 16 ,,5~8 .3E-02 16 :~ ~ 9.611-02 '16~5 ~e;.aE-02 16 •. ,5 ALLOW : ALLOW ACTUAl AOTUAL ' 'u'" ,TD 'u' ',CD 1.13 33 1 826 ~AG1{e ': ' \ Fne.. 33 , ...... MATR/TEC--' ALtow . :BTU LO$S 1667.16 2-470'.61 '371 ~44a ACTUAL BTU LOS~~ 1500.44 22·e~~72 ,3-21.9~2 ALL.OW ,ACTUAL , BTU LOSS ' <BTU LOS·S '( SJlE GLAaS) , ALLOW :BfU LOSS . , , . 10706 19*~37 '376~ge4: lLLOW'" BTU LOSS, aS7l0' . le2ll'B ACTtTAL ;eT1!'LOSS 10029 .. 9 ' ls9.818 349.~206 . AC,TtJAL lsTU tO$,S '30$01 .. 5 JOlf: ROBISON :EHVEr. OF UNI'JrS '1,5 ... 17' ,~AVA:aRA ,DR~ LA CO'STA 1/28/81 ' . TOTAL ENVEtorE CONDUCTIVE. HEAT LOSS ALLOW ROOF 4509.22 WALL' 1!.277.4 GLAS.s 28710.3 FLOOR .6391.98 T-OTAL, 52~Ba.9 ( ACTUAL "u' ACTUAL TD h ",,71 .... 02 l 81"'02 1fL.fi 16~5 BUHMAR! TABLE: ACTUA}, % 40s7.i9 .9 U"5~8.9 .93 3262.3:;1 1~_13 3233.49 .38 e04~2.6 .95 \ ," IN·FJLTRATtON F FLOOR AREA * CLG ltGItT * RATE * T1 , . 4al~ 8 1 • BE .... 02 33 DUCT la,OSS = .15 *' TOTAL HEAT LOSS .15 13359.l TOTAL DESIGNED If,EAT LOSS (BTU/B-R), ALLOW BTU J,O~S 3631.08 4:760.9 " . , MAX :SONNET CAPACITI-'(:BTU/HR) or GAS FUR~ACE EQ1JIPMEN~ . 84363.1 * 1~,~= . tiOTE: VARIABLES LISTED ABOVE VALID ONLY IF TEET atFLECT . PA,G'E 22 ACTUAL BTU LOSS . 1707.94 15~6.4$, AC1J!UAL' , BTU LO·55 50492.6 11003.9 JOl3-;· RO:BISON ENVEL OF UNITS '15-17' , ~ -• -I' • NAVARRA DR. L~' COSTA' . 1/28/91, , PAGE '23 ACTUAL ..rO:SSITE CONDI!l'IONS. , . --MATH/TEC .... - JO:S:,' aOBISON EN VEt OF UNITS '1~ ... 17' , ., NAVARRA nJi. LA COSTA 'l/?S/Sl PACfE 2'4. ***** ANNUAL, DESlGN ~OSS ***** DD :x: T.D.L. x ',C' x 2, I Tl .= AnnUal Design L:05$ 2092 X 84~63.1'x :1 X. 24: I 33 == 1.aS;J55E+0S Bldg. Coeft. = 12.75 ,!U/SQ.FT./DD . _ 1 J9!; ROBISON ENVEL OF ,UNITS ~18"'22~ NA V ARtU. DR LA O,OS1' l 1/28/81' " PAGE 25 ' TITLE 24 RESIDJNTIAL ~sTAN:OARD DESIGN ENVELOPE" CEDM 1978 VARIAJ3tE TADL.E; DECHtEE , :PAYS' WIN,TER DESIGN TEMP lNTERIOlt '1'ilMP TYPICAL ATTIC 20!iJ2 37 " 70 Ill= 33 T2= 28' ~3= 16.5 '1'4= 11.5 INsUt WI U~DEaFLR NON~lNSULWI UffDERFLR GROSS LlViNG AREA '76'3'~ iOI .1S == 1'2~1 SQ~;i'~. !ASIC, GLASS'A,REA,. AREA 1 1.34.5 2 2265 :3 415 SIYLIGHT ALLOW "u' 6E-02 6E-02 ,6E .... 02 ALLOW-A~fi·~AL A'lJTUAL 'I'D ' ;!;D 33 e:.' 5.~E-02 33 29, b 5;5E-02 29· 33 c,.. 5,.2E:-02 ~3 AREA ALLOW ALLOW ACTUAL ACTUAL ,'0''' . tt',D WALL AREA 1 3708 2 325 :3 41S AREA" 1221 1 1'100 '0" TD , ALLQW ALLOW ACTUAL' ACTUAL 'tJ " TD 'u' TD f).5;E-02 33 d 8.9E-02 33 9.5E-02 16.5<28.3E ... 02 16.5 9.5E-02 16~5 ~8.8E-02 16.5 ALtow ALLOW ACTUAL ACTUAL 'u' . TD 'tr' IfD 1,,13 33 ~(")~le ..,. 1.13 , .\ 'f"b0 e 33 ' --MATH/TEC ....... ALLOW awn ~OSS ·?~e$,.l 3605.2 ~21;.7 ALtoW ~~q ;LO$S .< S,:EE GLASS'> ,ALliOW B~{rL9SS 13.624-.6' 509'.438 650.513 ALLOW· B~U LOSS. 45555 ACTUAL :BTU LOSS 23~~.79 34aS~1 7~2.~i4 l'C''1'tJ'At , BTU LOSS 3036 ' A,CTUAt $TU LOSS 1.0890 .~ '4t?,~0ea .602.58 ' . , A O.TtrAt :BTULQSS . . J01: ROBISON ,LOOR AREA, PERIM 1 2230 2 ~4:4.5 ALLOW ALLOW ACTUAL· ACTUAL ''(1' TD 'U", T'D' ,,.235 1.1.5~· .23;i, 11!,5 ,21 ?\2:::A~' 27',;-06 . <::::::t-~r-ode.' '1'OT!L'ENVELOPE OONDUCTIV~ HEAT LOSS SUMMARY TA'BLEJ ALLOW' . ACTUAL % ROOF 7290 6597.0~ .9 WAtL 12784.5 .3.1938,,1 .93 GLASS 45553.5 44055 ' .96 FLOOR 11161~1 12642.7 i'~i3 TOTAL 761a9 .• 1 75232.B .• ~7 ALLOW llTfJ LOSS $(326.57 5~~~.~$ ALLO'W ~TU 'LOSS 767$9.J .............. * ••• ': ... ' ..... ., ......... : •• '. i-'., ••.••• ~ .......... 4 ••••• , .... .-• ' •• • " ~ ..• ~ ,. • ~ • .. •• • -•• ' • .-. • • • .. • ~ ••••• ~~ ••. ,~ • • • ." .. '.' ,. '~ • .. • ~~ ,-~:,~ ...... • -i!. ' INl'lL'lRATION ::: FL'OO:R AREA * CLGJIGHT '* RATE *Tl '7635 8 1.8E~0a ' ~~ DUCr LOSS ;: .15* TOTAL ail'!' LOS'S , .15 1115~4 .':: ...... , .,.' ... :. c.' .' •• '.-' ..... ' .... ' •• '.' •• ' •• '.,'.' ............ ,' .... '-e' .... 'li'.' •• '~' •• • If...e, • • ., • • ..... • • ~ :¥ ., .... ~ • ~ .• , ~ • .. ~ .~ .. ~ ~ -. ! _' .• :* ,. • It, .. ~._~ •• '!~~::! -. '.~_ ~ ., •. ~. ~ ,TOT'AL DESlGN!lD BEAT LOSS (D'TU/HR) -• ~ '-f MAX :SONNET CAPACITY (:STU/HR) OF GAS FURNAOE EQ,t1IPME~lT 128242* 1i3= ' NOTE:' VARIABLES LISTED ABOVE VALID ONLY l¥ :'!ilIErREr~EC~ , --MA«.CR/TEC--. ACTUAL :BTU LOSS .6026.57 . 66.16.17 AOTUAL ')TU LOSS 75.!Z32.,8 ' , ~628:1'.5 16727.2 128242 .166714 JOB; ROBISON iNVEt OF UNITS ~18""22' , 1 '. ACTUAL JOl3SlTE CONDITIONS_- NAVARRA DR LA COSTA 1/28/81 .. PA,GE: 27 " . , , .. , J •• j J ~ 11 .J ,1 . "J ., t;r~lh ROBISON NAVARRA nR LA: eOS'fA ' l/?'s/Sl ' l>AGil' 28 . ***** ANNUAL DiSltlN LOSS ***** DD x T.J).t.'x "'0.";'( 24/ Tl '::= .4.anualDeSign Lo~s 2092' 1; 126242: x 1 X 24,/ 33 := 1,:~95114E+,08 :Bldg. C'oef'f. '= 12,.21 ':BTU/SQ"FT,.IDl> --MA,TH/TEC .... - , '-1c . I " , .' ~ '. JOB: ROB, IS ON' ENVEL OF UNITS '23-26' 'j' 'N.AVARRA DR· ' LA O'OSTA . , 1/26/81 'PAGE 29 TITLE 24 RES.1DENTIAL 'SfANDARD DESIGN ENVEJ,OPE' f ARI!iLE T A:BL!l: ' DEG-aEE DAYS WINTER DES lGN TEMP INTEllIOR TEMP TYPI0AL, ATrIO + , -- 2092 37 70 '1'1= 33'. '1'2* 2S '1'3# i6~5 T4.= 11'~5 . ,-i, .'\ . ~<\ti . ,;i!:-.. IN.StiL WI UNDERF;LR NON-INStJL wI UNDERFLlt Gaoss LIVING AREA . 6158 .-. !.16. :=:: 985 SQ,FIr,l' BASIC GLASS AREA~_ AREA ALtOW ALLOW ACTUAL ACTUAL 'n" TD 'u' 'TD 1 1042.6 6E-02 55 b 5.4E-02 33 2 .' 1911.9 ' 6,E"'02 28 b er.5E""02 26 3 2.4:9-'8E-02 33,· c... 5 .. 2~";'0~ 3:$ , S,tYLIGRT AREA ALLOW ALLOW AOTUAL ACTUAL 'u" Tn . 'tT". 1'3) 1 .• 15 . 33 WALL -~~~~~~~~~.~.~~~~~-~~~~~~~~~~-~~~~~~~~ .'.' , _" ... __ ~_ ... ; ,. ,,J ~ AREA ALLOW ALLOW ACTUAL AaTUA~ 'u" TD 'IT' TD 1 3240.5 9.5E-0Z 33 da.9E-02: 35 2 350 g,,,::)-;E .... 02 16.5eB.3E-02 16.5 3 242 9.5;:.-02 le~5 S!-S: .. SE'~02 1fh5 G LAS~S .... --.. -~--~ ........ -........... -... --.,---.. ---~--~-"'!t .... ""'-....... , .. A1,iLOW AL,LOW AOlJ;'tJAL. ACTUAJ,. ,'0' "TD 'U'.' 'Tn 985 1.13 35 1 as?5 ~~\e" ,,' \~rE: --MATH/T'EC-- 33 ·;ALLOW , BTU' Losa 2064t.36 3211.99 493.0~ " I1Ii~QW' . :B~ULOSS , '." J S,EE ~L!SS) ALLOW BTU LOSS 10159 548.,625 :379:.335 A·LLOW· , . ~!lJU LOSS 36741 ACTlfAL :STtr to.S S 1857.91 , 294'~:33' 42* .284 .. ,' , , A,C'JIUAL <> :a~u ,LOSS ACTUAL :BTU :LOSS ' 9517.35 479,.325 35l:.384: .* :. j " ':1 .-, , , . '. I ~ J{)B: ROBISON ENVEL OF UNITS '23~2Q~ NA.llAtHiA DR 'AREA, PERIM 1 1-753 2' 209 ~~~-~-~~~~-~-~~~~~-~-~~~~~~-~~~~~~~~--, . .. ~ _. ~ -~ ALLOW ALLOW ACTUAL ACTUAL ~lJ' TD . ,'U' TD TOTAL, ENVlJ,OPE CONDUCTIVE lIEAT LOSS SUM~t~R! TAB~E: ALLOW ACWUAL % ROOF '5769.36 5229.52 " .9 WALL' '11086.9 103,4:9.1 ~'93 GLASS 16741.1 35120.1 :95 FLOOR 9126 ~ 4B 10393 1-' .. ~3 62723~9 ALLOW »~U LOSS 4757.49 4389' , : .. ..'. .. .. " •.• '.. Iif' ... ., .. .' ., ",' .. .... • • .. • .. • -it .. .. ..: ... " .. '! :: .. ·.···io .. ',., *"'.. .. .. , •. '" .. ' "' .... '. '. e, .. .• • '. ' ................... -•. It'·, " ..... " ......... " e,., ". '. ,." .' .. t·., .......... '~" ... It .... .. " -' ~. -, '. ->-, ~ "" .'. • '-.. ,'" ~ '. ~'. , '. INFILTRATION :: 1LOOR AaEA *OLG BG$f * RAT~ * 21 ~158 8' ~.aE~0233 DUC'r 1.0SS = .15 * TOTAL gEAT. 'LOSS .15 90~53~5 :: :-::::: :-::: ;l.::-t-: l: =-:,':':~: :.:.:~: "l#":':':"; : __ :~': -: :'}": :': :':1':_:: 1",:"':': , , ~ .' ~ -, ,'-. ---~, . . TOTAL, l>ESIGN.ED nEAT LOSS (BTU/HR.) MAA BONNET CAPACITY (:BTU/HR)' OF 'GAS FURNACE EQUIPMENT 10402? * '1~3;::: , "', -.... MATR/T.EC-- 'LA COSTA 1/28/S1 , PAGoE 30 ~¥frUf~ss 4:7,37.4i8 5655~$4 104022 1352za, j • r'" -" t l ~NVEL OF UNITS ~23-26' ACTUAL JOBSITE CONDITIONS." / --MATH!TEC-- NAVARRAl>R LA .(lOST:! 1/28/81 " PAGE 31 . .. ' ',' ENVEL, OF UNtTS ~23 ... 26~ , " . -~ -NAVARRA DR L1COS:1!!' ~/2B/8f PAGE '32' ****'* .ANNUAL DESIGN LOSS ***** ' ,I DD x T.D,L.X '0' X 24 / T1 ~ Annqal De,1gb Loss 2092 t 104022 x 1 X 24 I 33 = 1.58264E+08 Blag. Coet!. = 12.28 BTU/SQ.FT./»]) , -"'MATB/TlIC-.-,.'-" 1".' ,,~" .. - t JP1H ltO:BISON ENVEL OF UNITS '2.7 &2a~ NAVARRA:DR ItA COS~A :.l/28/8~ PAGE 33 - ',U-TtE 24 'RESIDENTIAL "STANDABD D~SIGtl ENVELOPE~, VAltIA:BJ,E TABLE: ' .DEG.REE DAYS WINTER DESIGN TEMP INTERIOR TEMP TYPICA)', ATTIC 209a 37 i?0 '1'1= 33 Tai= as ,1'3= lA;. 5· T4:= 11.5 INS UL WI UNDERrtlt NON-INSlJL WI UNDEitFLR , GROSS ~IVING ARE;! , 3038 •• 16 7 4se S'Q.F!. :BASIP G.LASS AREAl'," AREA 1 497 2 922 31f;)9.2 SKYLIGHT AREA ALLOW 'tT' , 6E-02 ·6E .... 02 o.E .... 02. ALLOW 'u' ,~ ", ALLOW A,CTUAL . ACTUAL TD .~u" TD 33 05·.4]1-02 33 28 b5.5:El"'02 28 33 c:... 5. 2E:-02 33 ALLOW ,A.C'l'UAL ;A;C:rUAp , TD. . ;u" TD ,- 9 Ie' , '"'4 F{~<::" 1 32 AREA 1 2037 2 124 3. 127 AREA 1.15 ~3 .. "~ . '!;bLOW ALLOW' ACTUAL ACTUAL 'U~ TD' 'u' fl> ~.5~"'02 "33 da.9E-02 33 9·.,6E~02 ' 16 .6~8!t3l:':;'02 lS.'!5: ~L511-02 16·.5~B~aE-02 16~5 ALLOW ALLO~ ·AC'rUAL ACTUAL I'U "TD 'D' It TD 486 1.13 33 1 559 -61~le " , '\ F Yle 33 --MATR!TEC--. ALLOW. BTU LOS'S " 9634.06 .1548.96 394 .• ~16 AtLO.W . BTU' LO~:S (SEE GLASS)- , ALLOW' . ~TU LQSS . '63$6 "194 .. 37 .199.07;3 AL;LOw BTU LOSS' ~,a125 AeTUA!. :BTU ·:tq:s s 885.6:54 '14i9.-aa 341 .• S?7 .lCTUAL. ' :BTU toss 12l4~4 ACTUAL. :BTU LOSS 59B2~$7 ,16g.Bla le4:~!lr04 . ACTUAL ':BTU LO.S:S ., . JOB: ROBISON ENVE:(. OF UNITS ~2,? & '28.' NAVtltR,A DR FL,OOR ~~~~~~~~~~~~~~~~~~.~~-~-~~~~~---~~~~~ " , ' AREA ALLOW ALLOW ACTUAL AC!rUA.L PElllM '1)", ''rD 'l)' , 'lD 1 8B1~S 4 .235 11.5 h 7.711 .... 02 16.5 2 736.4 ~.35a 11.5 I aE~02 16.5 , TOT At ~NVELO,fE CONDUCTIVE HElT LOSS' SUMM4RY TAllLE,: ROOF WALt GLASS FLOO.n TOTAL ALLOW 2927.44 6779.44 18125.9 5414.,2~ 33247.1 "ACTUAL 2647.36' 63:36~89 22059.5 2092 • .'12 , :'33135.9 % .9 '.93 1.21 .58 .99 .ALLOW :BTU LOSS 2382.52 3031~76 ' ALLOW BTU LOSS 3~247,;1 ;: : ;-:: : : ; : ,;: n -: t ;: : : ,n : ; n n : n ':: : : n :u : ; ;:i :.n n .: 'r:; : . ,.... • ," , -. -_ ~.~ yo,' • ~ ., • -.' INFILTRATION = FLOOR AREA * OLG BGHT * RATE. * Wi 30-38 a 1 • 8E-02 . 33' DUOT LOSS = ~15 * TOTAL HEAT LOSS , .15 4-7572.5 •••• ' ,; •• ' ... " • '. " • : .. " _" ... " ... ,. ': ', ..... "',, • ' ....... ',." ••• '" •• e' .. ':' .. : ... '. -.' .. .. • • • • • • • • • • ' •• ,; .•• _ .. " ... iI •• , ••• ~ ~ ... ,.* •.•• ~, , ,. ~ •••.• ,. ~< ., "!. ~!I. . ~OTAL ;DESIGNED HEAt.!! LOSS (BTU/lilt) MAX BQNN;ET OAP4CISJY (JjTU'/Ba) O;WGAS FURNACE EQ:UIl?MEN'T 54708~3 * 1.3= ' , . " . NOTE; V!RIA~:BLES LISTED AJlOVE VALID O.NLY IF THEY RE1LECT, , --MATH/TEO-... , LA ogSTA 11aa/8~ , gAG,E 34, ACTUAL B~U to~s,s 1.120.07 972.0~a 1443~.6 71.120.6 \. \. r I f ~. t [ , t f l t l t· / JOB: llO:SISON ENVE!, OF UNITS '.27 8. 28' ACTlJ:AL JOl!SITE CONDI'rIONS. --Ml~li/TEO-'" NAVARR4 :Pi· LA COSTA· 1/26/81 '. P-!~.E 35 . ,. . " , -I , ~ '-',~ JQB; ROllISON ~NVEL OF UNITS '27 & ?8' NAVARRA DR ~A COSTA '~/28/81 ***** ANNUAL DESIGN LOSS ***** , ' DD.'x T .• D.L •. X 'C't .24 l Ifl := Annu41 :oes'16n Loss· 20.92 X '54:706.3 X l' X 24: 153 :; 8.3236a~+07 Bldg • Goeff' • =:; 13.09 BTU/SQ,.l"l'./DP. " , . PAG~ 36 , . ' J9!: . RO:Bl.SON VARIABLE TA;BLE: DEGRES DAts ilNTER D)JStGN 'rEMP INTERIORTllMP TYPICAL ATTIG 2092 .' ,3~' , . 70 '1'1= ~a '1:2= 2S T3= 16.5 T4;: l1~5 .NAVARRA ':OR" LA GOS'r! .' :1/2'S/81 PAttE' 37 . I , CEDf1 1978 INSUL wI UNDERrLR NON-INSUla wi tJND);RFLR GROSS LIVING Aa~A 3054 * .16 =468 S~ .. l'T .. :BAS,rO GtASB AREA •. ROOF ,ARE! 1 536 2 905 :3 1,66 SI!LIGHT AREA ~--~~"~~~~~~-~-~-~~--~~~-.~~-~--~~-~~-. ". ~..."., ~. '." .. , ,,' !;bLOW ALLOW A~CTaAt ACTUAL 'u' Tn ' ':U' TD ,6J}-02 33 cb 5":4E-02 33 6E-02 28 b5'~'5E';"02 2S I. 6E-02 33 c:::.;. 5. 2E~02 33 ALLOW' ALLOW At~TUAL ,AOTUAL, 'tI' 'I'D' ~U'~' TD ~10~e , 1 ,-' 32 p fc4c- " -: 33 WA~L ~-~--~~~~~~~~--~~-~~--~--~~~~~~~~~~--~ AREA 1 2118 2 166 :3 130 ALLOW AL 1., OW AO'l'UAL .AOTtJ:A;L. , 'ij' TD' , ,~-{J.' T:P'·' , 9, 5E""02 3~ c::;:t fh9E-02 33 ~. 5E"'02 1$,~5~e,~f5E';02 16.5 9.5E .... 02 10-• 5 't 8,. SE-02 16 .5 ALLOW . Al,tOW A,CTUAL A(l-rUAL '0" 1'D ' 'U' TD 488 1.13 33' 1 4:46 ~r>'1\e ~Vle 2 108 ~t,.)bJe rene 1.15 .58 33 > 33 '" i~LOW . BT,:V LOSS 1060.2" If)22 ~,~e 3?8,.6S Att.OW 'BTU LOSS (SEll GLASS) ALLOW :BTtI' LOSS ,,' '" I ' eQ39.93 26.0 _205 203,.775 ALLOW' :a TV LOSS' 18221 . ACTUA~ ;pwu LOSS 958.716 139p,.24 2S4~856 ie,TU1L' :B'ltJ LOS'S , , 1214.4: AC,TUAL. " ~1!U liOSS 62~0.57 ,227.337 188.76 16631.3' . ,'2067.12 JOB: ROBISON tNVEL OF UN'ITS '29 & 30' ~AVARRA DR LA COST:A 1/28/e1 paGE '3S, . I, FLOOR AREA, AL~OW 'ALLOW 'ACTUAL ACTUAL PERIM 'H~' TD 'u~ Tn 1 892 q *235 11.~'J-4.9E~02' 16,.0" 2 '121 21-4:b.b ' 27,.06. ~ 4r~de,' TOTAL ENVELOPE ALLOW' ACTUAL % ROOF 2916 2638.81 .9 WAtt 7103.91 , 5636.66 ;9J3 GLASS 18221.4 19912.9 1,,09 FLOOR 4951.63 3S95.44 ;.8 TOTAL, 33192.9 :.33183 ~8 .99 .,A.LLOW :s~~ LOSS , . 2410.6g, 2~4l' , • • _ .........• ' .... _ ........ _ •• ' •• : •• ' .' ••• ' .",. : .~ •• ,,:l ........ _ •• ~' •• ' .... ~ .,,&-..... .. • .... •••. , ....• -............ ~ ... -.~ ".!, .•• '. ' ..• , .... ",.-.... -:~.,.-~-•.••. ~.:."' ... "''' INFILTRA'rlQN =: F,LQOR AREl* eta. lfGIIT * RATE « Tl 3064 a " '1 !~E-02 ,'33 DUCT LOSS :; .15 * TOTAL BEAT LOSS .15 47696 .. 4: : ':-::: :.; -: ': : :. ': : : :':-:. ': : :.: ; -: : -:' ; 0: ~:.: : ; ; :"l ;_:_~: : :' :"' # :-t,': ';' -: :~; : = ::"= 1: : -, > • • •• • ~ 1 • • ," ,~ ...; > TOTAL DfiSIGNED aEATLOS~ (llfU/Hi) MAX :BONNET CAPACITY (:BTU/HR),OF GAS FURNACE EQUIPMENT 54850.8 * 1~~=' ' "', " , AOTUAL liTU toss 721.182-' " 327',~_2f> ' -19WUA~' , ;BTU t.oss 33163.8' ~4512.6 548!50.8 ,7130$.1 ' ! , ·1 , ' .:rOB: ROllISON" ENVEL OF UNITS ~29 &3-0' ,NAT !iRA' DR LA COSTA, ,1/2ala1 .PAGE 59 NOTE: VARIABLES LISTED ABOVE VALID ONLY If'TRasr REF-LEeT ACTUAL JOJSITE CONDITIONS. -I'; JOB: }lO:BISON INVEL OF UNITS "29 & 30' ***** ANNUAL l>ESlGN L:OSS *****' NAVARRA Dit 'LA COS~All2B/al P4GE . 40 DD X T,D.L. x',C' x 2* 1'1'1 == Annual Design. ):'OS,$- 2092 x 54850,9 X 1 x 24 / 33 ~ S.34S31E+07 Bldg. CQeft. '::; 13~06 l4'fU/SQ,F~~/PD --MATJr/TEO--- JOB: ROBISON VARIABX,E,TABLE: DEGREE DAYS 'WINTER DES IGN 'rEM:£> INT,ERIOR TEMP TYPICAL ATTIC ENVEL or UNITS "31-35'·. 2092 37 , 70 NAVARRA DR LA .,qO·S'rA 1/28/91 PAGE 41, , '(lEDM .1978 INsttL WI UNDl1RFLR NON·INSUL wi UNPER1LR GROSS LIVIIG AIEA T1= 3~ Ta= 28 T3~' 1.6~. 5 T4: 11.5 7e35'~ !+6 ~ 1221 SQ.FT. ~ASIC GLASS AREA. " , . ROOF _ .. _ .. ,.. .. _ .. __ I!'fI' ......... _ .......... ~ ... !N'-.. ~ ....... ..,.-"""" .. ~~~ ............... -... AREA :1 1345 2 2265 3 415 SIYLIGHT AREA, ARE! 1 37918 2 325 :3 415 GLASS ARE! . " ALLOW ·.aLLOW ACTUA~ . 'U'.' TD '0 ' 6E-02 33 o 5.4~"'02 6E-02 28 b5'~5E-02 611-02 .... .. 33 c:::... 5,_ 2E-02 1.15 ALLOW ALLOW ACTUAL 'u' ~D 't]" 9. 5E-02 33' c::::t B. 91:-02 9 _ 5:E-02 16 _ 5~ s' .. 3E~02 9 .. 6Eo;o02 16.5 '>fa .8E""02 ,ALLOW ALLOW 'u' TD ACTUAr.. "'u;' 1221 1.13 33 1 11011! ....... ()~le~V"Ie ...... MAt.rB/TEC--. " . -' ~ '. -~ ACTUAL Tn . ~~ 33. Ac~trAL TD 33, 16:.':5 16~5 .-' .... ' AL.LOW' :8Tq LOSS 2663.1 380:.>'.2 821~7 ~tLOW B~P-LOSS: ,($.EE GL~SS) A~L()W :BTU LOSS 1.1624.6 609.43B 650 .• 513 ALLOW :a~u LO~:S ,4555;5 AC'rUAL BTU to:ss 2396.79 3468.1 712,.14 ACtr'UAL 'BTU LO'S.~ 3036 ACTUAL BTU LO$S 108~0.* 4:45.089 602'~Da ACTUAL· :awl)', ~OS'S . 4.1019 , , .' JOB: RO:aISON NAVARRA ;OR FLOOR .... -... ~ .......... ~,.. .......... +-........ ~ .. .-........ -.... ,.. .......... -...... -... ~ ,. AREA', ALLOW ALLOW ACTU!~ PERIM 'u' 'I'D .'U" 1 2230 .235 11.5 4.235 2 1795 .356 11.5 {C...~358 TOTAL RNVELOPE CONDUCTIVE HEAT tO~'$ S'UMMARt TABLE: ' ROOF WALL GLASS FLOOR TOTAL ALLOW ACTUAL 7Z90 6597.0~ 127S4.S· 11938.1 455f$3,,5 ~l05.o ," 13416.6 . 13~16.e . 7904~.6 ACTUAL T]) 11.5 11;5 %. .9 ".93 '~96 f .. 96, ALLOW" BTU toss 6026:.57 '7~9'f!l02 ALL,OW BTU LOSS " 790~4~~e ,. ...... " •••.• it ......... ,. ........... : .': .'.'~ •••.• , •..•• " .' •• ,,,',, .. e'. i' ••• ' .... . • .. • • • ,. ." ..... -....... -•• ~ '. -. ~ -.. -' •• -. ; •.• ' •.•• ·-0* • .. • • .. • .. • -~ .... ~ ~ • ~. • it INFILTliATION = FLOOR AREA * CL~ HGllT * lATE * '1'1 7635 8 . (. 8E"'~2 . 35 DUCT LOSS ~ .15 * TOTAL REA~LOSS .15 112288 _ : ·f#,: nn'u: nO n'n: ftT:: :'n": n ,:,':'U n:n :; l·n.·~ Hfi'fl.t'n: ." ,--.. ~ + _. • , • -\ • ,~ • " • '. L' _ ~-. '. TOTAL l>ESIGt{iDliEAT toss CBTU(BR)' MAX :SQNN~T ·C.PACITY. (:BTU/HR) 01 GAS' FUR~U.·CE EQUIPM;ENT . la9131 * 1.3= NOTE t VARIABLES LISTEn A:BOVE VAtID ONLY IF THEY RE#'LE.O~ LA C.OS:T:A. '1/2S/S1 .. PAGt42' ACTUAL BTU LOSS 6026,~,p7 7390,.02 36281f'.5 16843 .• 2 .129131 JOB: ROIUSO,N ENVEL OF UNITS' ~'31~35' NAVARRA, DR LA COSTA" '1/28/81 PAG,E '43 AOTUAL JOBSITE OONDITIONS.._ . \ , . . & --MATB/TEC .... - < • ENVEL OF llfflT$ '31-35' , NAVARltA DR LA GOSTA: 1/28/81 PAGE 4,4: ***** ANNUAL DESIGN LOSS **.** DD X T .• D.~. x 'O'x 24 l Tl == Anp;ual.. l)esign Lpss 2092 ~ 129131 X 1 x 24: I 33 • 1.96468E+08 :Bldg!' Coeff'. == 12.3 B'TU/SQ,FT./Dl) " ,~ JOB: ROBISON 38 UNIT CONDO NAYARRA DR. LA' COSTA' 1/28/81 CALIFORNiA ENERGY DESIGN REGULATIONS (CEDR) , .' IF' THE GROSS FLOOR AnEA OF THE Al>DITiON' IS GREA.TER THAN 30%~ OF THE GROSS ~LOOR AlEA OF THE llXIS'l'ING ,pTRUC'l'URE t , THE ACCESSI~LE ATTlC OF THE EXISTING STRUCTuaE SHALL BE INSULATED TO CONFORM WIT'n, fBE S'l'AND!Ri> .(T ... ~0 .... ,1401C'} • . X ALL FAN SYSTEMS EXHAUSTING'AIR FROM Ta~ BUILDING ENVE- LOPE TO THE QUT:$IDESltALL :all PRO:VIDED WlTH :BACIC DRAFT DAMPERS INSTALLED TO PR.EVENT AIR LEAKAGE (T .... ew-1403·D2) •. X ALL' AIR CONDITIONING EQUIPMENT TO COMPLY TO 'T""'~'0-14:0p,. PRIOR TO NO-V.EMl3";ER 3.1979 MINIMUM EEa :rOIt UN'l~S WITH CAPACITY LESS THAN 65,000 BTU.ARE AS rOLLOWS:: . CENTRAL HEAT PUMP 6.,7 OTHERS 6..0 ' . TESTING TCl' CONFORM TO S:gOTION 1!$03 OF ,APPLIANCE EFFICIENCY aEGULATIONS. , Sl~EOF HEATING 5YS'l'EM{S) MAY :all INCilEASED fOa A/e li' AN , AUTOMATIC 'NIGliT ,SETl3ACK THERMOS'TAT WI~H!N INTEGRAL, CLOCE: 15 USED AN,D PROPOSED ;rU1l.NAOE IS THE SMALLEST AVA-ILliLE TQ YOUR. SUPPLIER WHICH WILL ME$t THE AIRiLO" REQttIREM~NTS '. - HEATING· SYSTEMS, IN WHICH MORE. T~AN10% Of THE' ANNVA;L .. HEATlNG ENERGY REQJJl.:REMENtIS MET' :at EltECT1tl.O ItES.ISTANT HEATING' EQUIPMENT SHALL NO',r ~E US·ED U.NLES$ A OO!1iARI'SO'~ OF THE LIFE OYCtt COST· OF ,AT LEAST. FOUR 'l'IPES OF S1ST.EMS DEMONSTRA1ES ,~ItAT THE ELECTIUG .RESI$TA,NOE R:EAT'ING SYSTEM. HAS. THiJ LOWES1' ·LIFE OYCL}il COST OF TaE FOURS-YSTEMS' (T-2"-14;04A) , ' . 1 '.rHiRATED CAPACITY OF GA..a .CENTRAL HEATING EQUIl?MEN~ SHALL NOT'EICEl1D THE DESIQN HEAT LOAl) :BY MORE'l'HAN 30% (T-'20-1406:B). ." . '". . , X'A.LL G!SFIRED STORAGE ~ATER HEATING EQUipMENT TO COMPLY TO T"'20·~·<1;406. RECOVERY EFFICENCY TO ·.NO'r' :S't :tESS THAN 75% AND STA~D:BT LoSS NOT EXOEEDiNG 2 .• 3+ :~7/CAPACITY. '(G!t). . X ELECTRIC RESI'STANCE WATt·It REAT'ING srSTEMss:a.t:r" N01' irE US~D'UNLESS THE LIFE elctE COST of EQUIVALENT ~ATt1RAX. GAS ANDS'O~AR SYSTEMS EXCEED '.PRll trrE crctE,COST OF TH:ij ELECTRIC RE'SISTANGE SYSTEM ('l'-20 .... 1·406A).. PlOVIDE CALCULATIONS. ' , , ' X NATURAL GAS SWIMMING POOL REA'rI-NG srS'TEMS WlTHOtn' SOLAR :SAOK-U~ SHALL N,OT' :BE ALLOWED' UNLESS SELECTl1]) ON' THE - --MATlI/'l'EO-- 'PAtfE ' 45 , .', -, , 'I I .. JOB: RO·:B'ISON 38 UNIT CONDO LA 0:05'1'A BASIS OF 'THE LQWESTltlFE CYCLE COST OF EQUIVALENl.' NA~~ . URAL GAS AND S'OLAR ENERGY SYSrrEMs (T-2'h"140613) ~ . PROVIDE. CALCULATION'S. . . > X GAS APPtIANC$S, HAVING STAN'DING PILOTS ARE PllOH.I:SI.~;EDJ EFFECTIVE ·JULY 8. 1978.' . X ALL SWINGING :DOORS AND 'WINDOWS EXPOSED TO AM13IENT CON- DITIONS On TO UN'OONI),ITIONED AREAS SUCH AS GARAGES SllAtL :aE F~.r:LLY WEATRER~TRIP.PEl>; GASKET ED , OR OTHERWISE' TREA~lED TO LIMITED IHFIL'tltATIOf'J. ALL M;A.NUFA(lrrURED WlN"" DOWS AND SLIDING GtA5S DOORS SHALL MEET TH:E AIR IN'F1LTRA TION STANDARD OJ" T'llE 1·972 AMERICAN NATIONAL STANDARD .. INSTITUTE {! 134.1, A 134.2, •. A 13~.5, AND A 134.4)WBEN TESTED IN AOCORDANCE WITH A5TH E 283 .... 73 VITi A. PRESSURE DIFFERENTIAtOF 1.57 L)S/SQ~ ]iT.-AND SHAtt-)}E CER~;r1.I:g:p AND LA:BEt;ED. . . . X INSULATION Of'DUCTS SHALL CONFORM'TO 'rHE PROVISIONS OF SECTION 1005'01 THE UNlrORM MECHANIC-AL CODE, 197e ID.' X 'JOIN~S -ALL TRANSVERSII' llUOl', PL.l1NUH, ANDFI.TTING . JOn~TS SllA:LL :ail SEALED W;rT'I{ PRESSURE' SENSlTIVE TAPE OR MASTXC TO PREVENT AIR LOSS ('1' .... 20 .... 140 5Cl ).~- X IN'SULATE' ALL STEAM AtSD STEAM"'COND-ENSATE RETURN" PIPING AND RECIRC.ULATING HOT WATER PIPING IN ATTIC, GA,RAGES, CRAWLSPACE, OR' UNBEATEi> SP1Cll OTHER TH4N·:aET~EN FLOOllS OR IN THE INTERleR WALtS TO PROVIDE MAX1M,UM LOSS X OF NOT MORllTHAN 50 ]. T • \J~ Ill!. PER LINEAR rOOT FOll . PIP1NG UP' TO ANDINCLUnING 2 INCH NOMINAL D.IAME'):I,ER AND , 100 :B. T. U ./BR. PER L1NEAlt rOOT FOR LARGER S lZES. . ' .. (T-20-1.406C) ..' , DISCLAIMER; THE PROJECT AaCHITECT OR ENGINEER Witt: N.OT BE RESPONSIBLE FOR ANY ACTION TAKEN :SY ANYQNll O'N .Till} . PROJECT IF TJ!!T PERSON BAS KNO-WLEDGE OF ANY Dl.S(}lttPANOY, OMISSION t OR AMBIG-UIT! IN THE CAteULAT'IONS, ~~AW!NGS ,f ,OR SPECIFICATIONS. UNTIL THE PROJECT ARctrITEQ'T(}R ·ErtGIN$ER HAS :B:E~,N NOT1FIED, CORRECTED THE DISCRiiiPANCY,. MADE Tall tNC~USI{)Nl OR MORE C~EARLY E;IPLAINED TRE'IN'tl:NT OF THE OALCULATIuNS, DRAWINGS, OR sPEclrICATION-S.. '. X IN,DICATES' NOTES 1'HAT SHOULD APPEAR ON PLAN~ . 1/;38/61 pAGE 4(5 , \ ) , , '''\ "'1 4{19/78 LEUCADIA CnUNTY WATER DISTRICT <'~/? b n APPUC~TION FOR SHJ~~ SERVICi: be.ttl ~C{... fI7CT~~ L{c?S-;) 'lj...J.;(,-0tJ:iit" ~. O\'lnet~'s Name . S. ~J. \.oner@1b Jr~ cJ/o K?vin Sweeny Phone No. 4,54-6291~ __ Haii-jng Address '._424 Cs.mkQ Del Mar " SEWER PERMIT ISSUED UPON . . Del r'1aY, .. \;~201il ______ RECEIPT OF BUILDING PERMIT. Service Address: Navarra D.r::iye BUILDiNG PERMIT MUST BE Tract Description: lot 191 S .... 2I1-h ./1.2 OR Byl<h-Q-::Z::8Q.· , '.!.!~<..I.I.....:n: ' 'APPLIED F .!f'!--*--. . , Type of Cllilding ~.riflQ,-________ No. Units _...l3._ Gonnection Fee' $J.-8.Q.Q.~o..Q Lateral S-Lze: 411 6", 8" Saddle Easement ConnectlC1n ,(pre~pd 2.600.(0) . ~ Extra Footage:· __ ._@$_. __ Extra Depth: _~, @$ ____ '. 5)~S .. ~~ ~~-----.-- Umount Ree 'd $.56X:O ..- Ck. No/Cash ":..-t:C :::tj6. " Date 9 - \ tl::f:\, .' Rec'd By . ·~\,.lY ~~.... -""";";1 mn+ CII:C Lateral Fee Prorated Sewer" . Service Fee -" 11-----'-. Total' .p'::1.~l.:§.) Theapplicat.ion must be sign~d by the owner (or his authorized representa.tive) of the ~.)l"operty 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 . D-istdct. The service lateral is that pay't of the sewer system t.hat extends from trt!? main collection line in the sb~eet(ct~.easement) to ,the potnt hi th'e street (o.t or near the applicant 9s property line) where the-serv"ice lateral is connected,to 'the applicant's building sewer. The applicant is responsible for the construction, at the appli(;antis expense!i of the sewer pi,peline (building sewed from the app1i~ cant!s plumbing to the ,point in the ::.tceet (or easement.) where a connection is made to the serv'jce 1 atera 1 . ' The connection of the app1ica.nt t s bui1cHng Se\f.ler to the service la.te.ra1 shaH be- madl~ !~Y t.he appl icant at his expense_ The cOl'm'ection must be made in conform; ty \>ritil the Districtls specifications:; l"ules and regu~lations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM ~.AY BE USED BY THE APPLICANT~ THE f.\PPLICANT, OR HIS AUTHORIZED REPRESENTATIVE" !'lUST NOTIJ:Y THE DISTRI.CT AT THE THiE 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 .n.CKNOHLEDGED. The prorated sewer sel"vice fee is based upon the date the District estimat~s that service will begin and covers the balance of the fiscal year. Thera will be no additional fee or refund if service actllally comnenc-es on a different date~ For succeeding fiscal years~ the se'uver service fee \,/i11 , be collected on the tax }-ol1 in the same mannet~ as p.ropet"ty taxes . . The undersigned hereby agl"ees that tne above'information given, is correct and agrees to th~ condit7as state; .; fa <7 /A J '~lb() ;xLrfVlter Sj~re---17i -~' ·1 '/ . < '\ LEUCADIA COUNTY WATER DISTRICT APPI.ICATIONFOR SEW.ER SERVICE O~mel" s Name ------------~·~i--__ ---------------Elihu Properties Phone No •. 287-0123 ~tailing Address ____ . 4:;L9~52Jerba ~<;.an.taJ1r. _____ _ San O1'.ego ~ Ca 92115 SEWER PERMIT ISSUED 'UPON Set'viceAddr·ess: Na~..r.n . R'ECEIPT OF BUILDING' PERMIT. _ Tt'act Oe$cription: lot 192 & 193 .. &dL~~ .. BUILPING PERMIT MUST BE &JJ Assess'or,'ic'Parcel No. '. . APPLIED FOR BY~·' type of Building condo No. Units 16 . ·Conn.ection Fee $. 9,,600.00 l.ateral Size: 411 611 8"" Sadd.le Easement Connection pre-pd (3~2orr:1JO Extra Footage: _' _'@$::ExtraDepth: "@$ • . • ~ lateral Fea . Amount Ree' d ~ C:\QCj« ek. No/Cash .;5~ Prorated Sewer" . Service Fee Total. Date ~~ Rec'd By - . -:..;J. . . . . The application must be si g.ned by the owner (or hi.s authorized representative) of ·the property to be served. The total charges must be paid to the District at the time the application is submitted. - If a service lateral 'is required, it win be installed by the Leucadia County W'ater District. The service lateral is that part of the sewer system that extends from the main co1"lect'ion 1 ine in the str'eet (or eas'ement) to ·the point. in the street (at or near the appl icant R s property 1 ine) l!-Ji1ere the service 1 atera 1 is conilected to the applicantls b!.dld-ing sewer. The applicant is responsible for th~ const}~llction,. at the appli.cantls expense ll of the sewer pipeline (building se)'/er) from the appli- cant's plumbing to the point il1 the stY'eat (or easement) where a connection is made to the service lateral. . . . . The c'onnection of the 'applicant8s building se\ver to the service' late.ral shall be 'm~df} by the appl icant at hi s expense. The connection "TllQSt be made in 'conformi ty with the District' s specificati Ol'lS, rul esand regulations; and IT f~UST BE INSPECTED , AND APPROVED BY THE DISTRICT BEFORE THE SEt.JER SYSTEM fvlAY BE USED BY THE APPLICANT. THE APPLICANT ~ OR HIS ,l\uTHOiUZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIREDo ANY CONNECTION. MADE TO THE SERVICE LATERAL OR COLLEC~ TION tINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNm~LEDGED. 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 corrmences on a different date. For succeeding fiscal yeal"S:J the sewer 'service fee wi 1'1 be coll ected on the tax roll in the same manne}'" as property tax.es . . The undersigned. :hereby a-grees that tft'e above i·nformation given -is correct and agt'ees . to the cond·i ti,ons .as state€L . _~~ lei _~ ~/('!tq7r · \1B94:t.11w:--q Owner's Sign:jllr"e' fi.t:ff-L AccoJnt No. I . . .. , LEUCADIA COUNTY WATER DISTRICT APPLICATION. FOR SEHER SERVICE ~ Owneris Name Elihu Properties Phone No. ·287-0123 Nail ing Address' 4952 Yerba Santa Dr San Diego, Ca 92115 SEWE~ PERMIT ISSUED UPON 1\r::if.:!?T Or BUILDING PERMIT. Sel'vice Address: Navarr_a Dr ,~_--.-_..:.... lot 194 La Costa South 2 BU;LDiNG PERMITtl-fIUS.T BE Tt'act Description:' ~ AssessQt"s Pat'cel No. 216-200-09 APP~IED FOR BY ~ .-.Q.Lt.-BQ •. Type of Building ____ c_o~n_d-o _________ No. Units ~8 Connection Fee $ 4$SqO.OO . . . pre-po 'tr,600. 00) Latet'a 1 Si.ze: 411 6" 8"· Saddl e Easement Connectlon . . Extra Footage:. __ @ $ -'Extra Depth: @ $ __ _ Amount Rec I d $, . lateral Fee Prorated Sewer Sel"vi ce Fee ~.,QOO.c:D ;;:> -. Ck. No/Cash ~, OQ2) Date0~ng Rec I dBy &. \J,x.._ ~l~~_ Total' $~eco,- . . :' Theappl ication must be si gned by the owner (or his author'fzed' re.presentative) of" the property to be served. The total charges must'be paid to the Distri,ct at the . ~ima the application js submitted. -, If a service lateral is requirad, it wUl be installed by the Leucadia ,County Water. District. The service lateral is that pal"t of the sewer system that extends from the main coHectton line in the street (or easement) to the point in, the street (at or nea·r the appl icant I s property 1 ine) where the service 1 ateral is connected to 'the applicant's bul"lding sewer. The applicant is resp'onsible for the co'nstructionf , at the applicantls expense, of the se\ver pipeline (building sewer) from the appli- cant's pl umbi ng to the point in the 'str'eet (or easement) where a connection is made to the' service lateral. , . The connect~ion of the appl icant I s building se\'1er to the s_~rv; ce lateral shall be made by tne applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT ·BEFORE THE SE~~ER SYSTEM r4.lW BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TINE INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COlLEC-' TION LINE WITHOUT PRIOR APPF<OVAL 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 o'f the fiscal year. Ther"e will be no " additional fee or refund if service actually commences on a different dat~e For succeeding fiscal years, the sewer s.ervice fee will be collected on the tax r01l in the same manner as property taxes. " ,The und'ersignedhereby agrees that·the above information given . is correct and agrees to the C0"TZ:;1L .. L-l/!7@ . 7~SignatUl.e ~ ~e' . , ,~~ . " ' ''T • (" ..,.. c. ORDINANCE NO. 24 AN ORDIN.l\NCE OF LEUCADIA COUNTY WATER DISTRICT AMENDING ORDINANCE NO. 19 WHICH ESTABLISHED A SEWER ALLOCATION SYSTE~l BE IT ORDP,INED by the Board of Directors of Leucadia County Water Di stri ct " as follows: Section 1. Section C of O}"dinance No. 19 is he}"eby amended to rea.d as· 'follows: SECTION C Procedure for Issuance of Sewer Connection Permits ((J.) Connection Fee When an applicant on the allocation liSt' is notified ' sewer service is available, the total connection fee must be paid within 30 days after the applicant receives the notice of intent to prov"ide sewer ser-, vice. The sewer processing fee'shall be applied as pa'rtial payment of the connection charges. If payment is not received in full, the applicant arid the property shall be automatically -removed from the 'allocation list without further notifications and the $'ewer processing fee shall not be refunded., 2. Existing Subdivisions A lot or parcel shown on a final subdivision map, or final parcel map recorded on or' prior to the date of this Oy'dinance, excluding a lot or parcel with em on-s'He sanitation sy'stem notation) must receive a building permit with-tn 48 months after notification, pursuant to parag}"aph 1 s. that sewer service is available in order to be issued a sewer connection p'erm.it. If a buil ding permit is not issued \'/'ithin' the 48 months period, the applicant and ·the property shall automatically be: removed from th~ allocation list without further notification. 3. Other Eligible Property Other land for which the Districtls unexpired sewer availability letter or other written commHment to serve is outstanding and which ,the applicant intends to subdivide by subdivision map or parcel map must be subdivided by recordation of a f"inal subdivision map or final ma.p within 48 months after the date of notification, pursuant to paragraph 1, that sewer service i.s available. If the final map t5 not recorded within the ' 48 months peri·od, .the applicant and the property shall automatically be removed from the allocation l"ist without further notiftcation. If the fina" map is recorded within the 48 months peri.od, a lot or parcel in the sl1bdivisi'on must receive a building permit:within 48 months after the date of recordation of the final map in order to be i5sued a sewer connection permit. If a building permit is not issued within the 48 months periods the lot or par'cel shall . automatically be removed fr'om the.a1'location list without further notification •. • " "",1 4. Issuance-of Sewer Permit Upon submittal by app1icant to the District of proof of receipt of a building pe;rmit, the O'istrict shall issue the al1Qcated sewer connection permit. The sewer connection permit shall remain valid as . }, ,MEMORANDUM TO: City Council FROM: DATE: Assistant City Manager/Developmental service~','}.z June 12; 1981' , , SUBJEC~~~r4EOWNERs ASSOCIATION APPEAL OF CT80-Z6 The Orleans East Homeown~rs Association has appealed'for Council reconsideration of the Krikorian project, based O.n their belief that the project' is not being constructed ,in conformance with the plans approved by Council. Staff has prepared a :report (attached) which, together with'other supporting documents' ahd th~ a~peal, . will be schedul ed for Cou'ncil action at the regular meeting of July 7th. It is our understanding that some of the Council may have concerns about thi s project. t~e are, therefore, attaching the staff report and provi di·ng it for your information. ' , Hhile we recommend that formal action not be taken until the July 7th, meeting, staff w,i11 be prepared, if requested, to address ,the subject at the June 16th meeting. Attachment RAB/cle cc: Ci ty ~1anager City Attorney Planning Director City Engineer BuildingOfricial (all w/c attachment) R?[: e rs: 0 'if IE: 0 JUfJ 15 1981 :CITY.OF'CARLSBAD BtHldlng Department MH10RANDUM DATE: June 11, ~98f TO: Frank Aleshire, City Manager FROM: James C. Hagaman, Planning Director SUBJEtT: CT aO:26/C~-107 -KRIKORIAN: -38 Unit Condominium Pro- ject on the South Side of Navarra Drive, La Co~ta . . The home owners of Orlean l s East·, locate~ on a slope to th~~so~th ~f this ~ondominium project feel tha~ the buildings are not being co~structed in conformance with the approved plans. The resi- dents of OrleanJ s East feel that the applicant has .graded the property to raise the height of the ~uildings 6 to 7 feet above the 'height shoviO on the approved plans •. Also, the home owners claim that at the City Council meeting of Septem~er 16, 1980, one of Mr. Krikorian1s representatives said that the driveways would use a cob b 1 est 0 n e . fin ish and s 'p e e d b e r m s "10 u 1 d b e ins tall edt 0 lessen the noise.' As pointed out in the report from the residents of ~rleanls East, the approved elevatipns for this project show a b~ight of 31 1 9" . from the top of curb to the crown of the roof. Sheet A-6 of the same plans states that these are typical elevations of units 2 ~hrough 37. The residents feel that the. statement "top of curb" -on the approved plans refers to t"he top' of curb along Navarra Drive. If this were the case some of the buildings would exceed 31'9 11 in height. HO\,lever, the architect ·for this project has indicated that IItop of the curb ll in an architectural term refers to the height uf the curbs withi·n'the garages. The architect for the project has stated that his drawings represent elevations of the buildings only. They are not dra~h in reference to the site. Attached is a letter from the project architect explai~ing this. If, as the resirlents of Orleanls East claim, the term "top of the curb" referred to the top'of curb,along Navarra Drive, an el eva-ti on in feet above sea 1 evel, woul d ,hay'e been .pl aced .on the plan •. As shown on the approved plan:s, none of th-~ buildings will exceed the cityls height. limit of 35 1 • Some of·the buildings may be a foot or so higher than the 31 1 9" shown on th~ approved exhi- bits, due to minor changes made during constructio~. Staff feels that this is not a major concern as long as the buildings are still basically the same as shown on th~ approved,exhibits and conform with the height limit of 35 1 • : ' The residents of Orleanls'East also feel that the applicant has graded the lot to create mounds and th~n located the units on top o f. these mounds so that they wi 11 be hi 9 her -than the a p pro v ed .plans. They feel that the appli'cant ha's raised the height of the. north side of the lot 6 1 to 7 1 •• Before-gra.ding··for this project. was begun, the northerly'edge of the 'lot was nearly level .vdth . the side w a 1 k a 1 0 n gN a v a r r a Drive and the p r Q per t y s'. 0 p e d up 9 e n t- 1 ly to the south. In order to.make the property leve·' for ton- stru~tion, earth was removed from the southern portion and slightly increased in the northerly p6rtion. This has resulted i na m 0 rev i s a b 1 e' s, 0 pea t the nor the r 1 y e d g e 0 f t h ep r 0 per t y next to the si~ewal k whi~h makes it appear that the entire site has been elevated. However, in fact, the elevation of the south- e r 1 .Y portion of the sit ec los est . tot h.e 0 r 1 e a Ii's . E as t con do min i u ni project has been decreased and the 'grading plans for the project show that the Datural elevation of the property has not. been changed by mor~ than 2 or 4 feet at ~ny 10catiQn on the property. Over 1,000 cubic yards df earth has be~n removed from the pro- ject site. ~ "., lt appears the unit~ are located on mounds' becaQse the applicant has graded the driveways so that theY'a~e 3' to 4' below ground 1 eve 1 • . As previously mentioned, the home own~rs also claimed that a r-epresentative of .Mr. Kri korian informed the CityCounc11 that tbey would be using a co~blestone finiSh and speed bumps in the driveways to l~ssen the noise made by cars. Staff has revie'wed the' minutes of this City Council meeting and found no reference ·to ·a rep,resentative 'of Mr. Kri korianmaking this statement. How- ever, there is mention 'of Mr. Shipp.ee, one o.f the home ovmers of Orlean's East, expressing concern about noise generated by traf- fic in this project. Regardless of \'/hat was sai:d at this m,eeting the' Cit y Co U n c 11 did . not m a k e t his a con d i t i 0_ n 0 f a p pr 0 val • ' Therefore staff f~el s that the city does hot have th,e ri'ght to make the applicant install ,cobblestone driveways an~ spe~d berms at this time. It is unfortunate that·the residents of Orlean's East feel that .' t h ; s pro j e c tis not be i n g co n s t r u c ted a c cor din g to, p 1 an. flo w eve r a thorough examination of the approved plans and the site by the Engineering and Planning Departments has determined that this . project is i.n fact being constructed in substantial conformance \,1-4 -t-h the a p pro v e d p 1 an s w h i c h . com p 1 i e s wit h con d i t ion No. 1 0 f Planning Commission Resolution No. 1682 which ~tat~s that devel- opment. shall OCCUl~ substantially as shown on the a'pproved plans • . MH: 1 s , 6/11/81 -2- • • ~~t~ ~ ~r '90-::&0 \ ~t ~ FA-18w8j1f ~O().T1:II CON D6S 80,£(53 . 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