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Home My WebLink About2251 RUTHERFORD RD; ; 86-700; Permiten· z 0 j::: C a: C -' u w Q· '.> .·· ··7 • ·USE BALL POINT PE,~NLY & PRES:. ~RD [. . ' . . ~. .---,, APPLICANT TO FILL IN 11,0RMATION WITHIN SHADED AREA AND D.ECLARATIONS. ~ ~ [:. ·M-:1 .hereby affirm, that I ·am licensed una,er U ~vision!\ of Chapter 9 (dommehclng with : · ·. Section 7000) of DIVlslon 3 of the Business 1-· ·and Professions Code, and my license is in ~ . fuff;force an!I effect. u.r · .. , hereby., allirin that I am exempt· from the Contrac· f ,tor's Ljcen_se 'Li1Y(· loi-the following reason '(Sec, 7031.5 . Business and Professions Code· Any city or .countY'Wh1ch re· quires a 'permit to construct, alter, improve, demolish, or tepair any structure, prior to its issuance also requires the ap-pl1cannor such permit to·file a si~ned stateoi · .. · · · licensed pursuant to the P,rovisions of the License Law (Chapter .. 9 commencing. with Sect\on 7000 of Division 3 of the Business and Professions Code) or that is ex-e_mP.t therefrom and the basis f6r We:allegeil exempt,~n Any violatmn.of Section 7031.5·by.an.app!lcant for a permit sub· jects the-applicant to a civ,Fpenalty of not more than live hun· dred dollars ($500). · I . I I I, as owner of the property, ormy,employees With wages I .ffi as-their ~ole compensat,on, will do the work, and the struc· 1 a ture 1,nt>t·intended or offered for sale (Sec 7044, Business ":.J: , and Professmos Code:. The Contractor's License law·does 5 not, apply to an owner of pro"perty who b~ilds or improves Ill • thereon and Who does such work himselt or·thiough His own ix employees, 'pro'v1ded ihat'Such 1mprov0ments are not intend-. w ed· or offe'fed f?I ~ale. If. however ,,the,bui!~mg or )mprov~-{ Z ment 1s sold w1thm one ye~r of completion, ttie owner-builder 3 w,11,have the tiurden of .proving that he did-not build-or·im-, l · 0 . prove for the purpose of sale). I z 0 ~ z w a. :I: 0 u en a: w :a.: a: 0 3 ~'· r:f ;1, !'.S ~V(neh ·oi'.the propeJ1y,, am exclusively. contracting \ With l[censed contractors to construct the pro)ect (Sec. 7044, l Business-and Professions Code· The Coritractor's l.:1cense I _Law. does n_ot,apply t6,~n o,w~ei ot'property.who·_~ui_lds or. im· · , prov~s t~eregn, s.n~ w!J!> .~ontracts fQr each pr,o;ects wit~ a ·l· :E~ree~tor{s!,, hce~se p~rs1u1arit to the Contractor's License .. 1 O As a homeowner i0am'.improving my home, a'nci the follow-·f1 l Ing cimdllions:exist: · : · ' • ' · '1. 'The work·is'being perf~rmed prior to sale. I 2. I .have lived ,in my tiome for twelve months I . prior to completion of thl work. • 3 have not claimed thi exemptmn during the [ l~sl three years. . r· for this, reason . ' · O I ?m ~xempt under Sec.• . , B &.P:C, ! l(f" I hereb~ affirm that 1 have a ci1ficate of consent to I ~-Insure. or~ certlficpte of Worke, • Comperisatlon Jn· I surance. or a certified copy thereof (Se 3800~ Labor Code) f POLICY NO. \ COMPANY ! I l 0 Copy is filed with· the city D Cert1f1ed ,copy-is hereby furnished I CERTIFICATE OF EXEMPTION·FROM I WORKERS' COMPENSATION INSURANCE \ (This1:ef~~i~~;~:~~~~ b;ofi~:p(l;i~) i~/~:s~tmlt \' o· j certify, that' in the performance of the work for which l this permit ls issued, I shall not' employ any person In any l manner so as to become subject to the workers· Campen-I sation~Laws of California. NOTICE TO APPLICANT:-lf, after making this Certificate J pf Exemption. you should become subject to the Workers· I Compensation 'provisions of the Labor Code. you must forthwith complyw1th such provlslons•or this permit shall f be deeme~ revoked. · f I ., r . : ( ffi. agency for the performance of the work for which this per· f ~ . mil, is issued (Sec. 3097, Civil Cqde) · I ~ Lender's Name ' ' • ) Lender's Address•---~---------I . . /) . ' . CARLS.BAD BUILDING DEPARlrMENT --, -. ~ •.1\ . '. ~~75· Las P,almas Dr., _Carlsbad; C'}\92()09-4859 ,(619)_ 438-1_10~1 -· --'APP.Lr 1,IO~ift PEF;U1'11T JOB ADDREss Av. sT .. Ro. · · · · DATE; oi= AP.PL,cAribN · 1 ·sus1Nt;ss LICENSE.,_ · il-ALUA:r,oN -.;_~ I 2 -z.t,-~,? I ';;;;,-O ¥? ... LOT · BLOCK/ i CONTRACTORS PHONE# 7,C) ,o·b· . ' 5c.;;~~Hif~-...:::;~...,..:;~~ · . .OWNER'S NAME.. . 1 . : . i:{-U B BA-Ill> '2 9 ::! .... ~$: · · ·. /f4i:,(_·(_ I;:_~ . /).: f.t.:\; ~ i>TATE-LICENSENO. · i.,;;... -~ _\:;-0 ?s-S.D s;-- ' LL .. STATE LICENSE NO. ______ /v) .F4c ! F/P 'FLA ELEV. ~.;~r~ t;~E:U 3 ~---~..:.....Cioaol...~...;:;;::i~--c;:::;z..:a.,.::l!:::;;;L;;;,;L;;;;;-;.....,1,,.. _, vO NO -· , (c:;;} . ~-'-7 T --l PARKING SPACEl:ES UN~TS GRADING PERMrr'tsSUED REDEifE<LOPMENT ' ABEA ~ .__Y (J_~~Q~--~-. ___ Y-0, NQ: ~~hl ·occ LOAD FIRE SPR '!''ii NO .ffot 11,alid Unless !,!achine _Certified OT;'·.I PLUMBING PERMIT. ISSUE 1 7 .51>II ai.r :-MECHANICAL PERMIT. ISSUE .,, 1 . ·3 t)_() 1 SU~MAR:Y/ACCOIJNT NUMBER. -L ... i¾I E.11£H Fl'l(TUfl_E TRAP I Z:[.,~--~ Cf; 1-i&iiiL F.URN. DUCTS UP TD 100,000 _BTU I 3,-:--~ BUILDING PERMIT 001·810·00-00-8220 I 77~- 1 ,. J:ACH ~µI.LOING .s~wEf\ 1 _ &;Mil ~ ~-. ov.rn ,00.000 BTU -r -----r-_ 1 SIGN-PERMIT ~ _ o~-810-00-0~~2_2_1,1 ·i EACH WA 1'.f R HE/I. TER A·NolOR VENT· ·smL~R1coMPREssoR uP To 3 HP_ ~---'Pl:AN·GHECK -do1-810-oo-oo-il821 · .--' · ... ":' 2 u::: >, ~ 0 0. E Q) ·1- I '01 0 Cl, c, (1)' -~ •) 0. 0. <( 1· -"' ,C a: tACH GAS SYSTEt)l 1 TO ,i__Q_UTlETS J___ . ' BD~ICOMPRESSOR 3-15 HP TOTA~ PLUMBl~G 001·810·00·00·82.22 EA_CH GAS SYSTEM 5 0 R MORE . -El,ECTRICAL .om EACH INSTAl .. ALTER, REPAIR WATER Pl.PE ---<.---MEGHANICA~-·001-~10°00-00'8224 EACH VACUUM ffREAKER -Z, ,. -MOBILEHOME 001·810,o0-00-8225 WATER SQFTNER I II ..(~REl:.Of~TION ~~RNACEIHEATER _I IL SOLAR --~-_ _Q01-810·00·00·82g6 ~CH ROOF DRAIN (,INSIDE) I II ~I DRY~'WNT .s ,<O· ·STRONG MOTION 880-519·92·33 Lµf--,-p . I . M f,-TOT~E._c::ifANTCAL I <I.if-; -) c-S/ ~ .. ~ TOTAL PLUMBING 4-FIRE SPRINKLERS 001·810·00-00-8227 q r 'PUBLIC FACILITIES F~ 20-810•00-00·8740 - ''QTY. ,ELECTRICAL PERMIT -ISSUE '.tt:;~IIOTY. -~-~-~ILE HOME SETUP -4'.1::0L a BRIDGE FEE 360·810°00·00:87 4Q /7.j-q:::::.] PARK·IN·LIEU (AREA NEW 'CONST EA AMP/SWT 1BKR CARM~ TIF · · 134·810·00·00-8835 '7~- 1 PH 3 PH EXIST BL~G,fA AMP/SWT/BKJ;J.,,,..,. AWNIN~ LA COSTA TIF 133·810·00-00-~835 7 GARAGE" FMF 1 PH \.f-bO ( /3 rj( ,.,..~ /"?,,,,00-· LICEJ'ISE T,t,;X _ ·oo t-810-00-00-8162 REMODEL/ALTER PER CIRCUIT Mffb~'{... f..{'jt, 880-519-92·57 1 /) t.;s,:3. - TEMP POLE 200AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYSI TOT-AL ElEClRICAL I /1/or- I HAVE CAREFULLY EXAMINED THE COMPJ,.ETED "APPLICATION AND PERMIT" AND DO HERtBY CERTIFY UNDER PENALTY OF PERJURY THAT ALL lNFORMATION HEREON INCLUDING THE DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT JS TOTAL CREDIT DEPOSIT Z.@l-' TOTAL FEES PAYABLE 1 ~tlr1 o ---=-·· --- * AN OSHA PEAMIT IS REQUIRED FOR EXCAVA'TIONS OVER 5' O" DEEP AND DEMOLITION OR CONSTRUCTION OF SiAIJCTVRES OVER 3 STORIES IN HEIGHT Expiration. Every permit issued by lhe Building Ofhci~I under the prov1s1ons ofth1s Code shall expire by limitation and become null and void. ti the building or. work authorized-by such permit is not-commenced within 180 days from the date of such permit, or if the building or work authorized by such permit 1s suspended or ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON· LJa~b!an~d~O!!:_n!_!egd~~iJ!;fim~e_!a:!!fl!!er~t~h!e!w~o!!:_rk~is~c!:!O!!!m!!!m!!;e!!_!O!fC:!!e~d_!;foe?!rua~e~r~io~d!Jo:!!fJ1.!!8!!,0_gd~ak'.J&.L-:::-~~~~~~----------~~~r°:~~~-, STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AtJD >f OWNE CONTRACTOR O APPRO 0 en en, 35 en <( I ~ .Q' <ii >- Q) u C (1) C u::: -c· Q) ~ CJ' o. u Q) 0. en· C -..,..t, 2, '.c 3. .[ CJ !,hereby affirm that there Is a construction le~dlng l ~ ~" l KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES; JUDGMENTS, COSTS AND . ·1-;1 ( .. " EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE O <'.'.":;.i, . GRANTING OF THIS PERMIT. · ·--·-------... •tt / TYPE DATE INSPECTOR ·. BUILDING FOUNDATION ·' REINFORCED STEEL MASONRY GUNITE OR GROUT. SUB· FRAMED FLOOR D CEI :.:1NG SHEATHING D ROOF D SfHEAR FRAME EXTERIOR LATH ,~--~ ~ INSULATION ()'"'(~1_; l \ 1, ·,.,, ~-i_ INTERIOR LATH & DRYWALL r i PLUMBING l . .-. I D SEWER AND BUCO D _.ijl/CO UNDERGROUND .D WASTE E WATER TOP OUT D WASTE ·D WATER TUB AND SHOWER PAN GAS TEST . D WATER HEATER D SOLAR \I ~ATER i ELECTRICAL I D ELECTRIC UNDERGROUND ~ UFF;ER- ROUGH ELECTRIC I \ ""· q ELECTRIC SERVICE D ,TEMp'pR~RY P BONDING D POOL f l . MECHANICAL } 0 DUCT & PLEM., D REF, PIRING .i ~/"). --..... \ .. l .~-· i --:: -\ .. "" HEAT -AIR COND. SYSTEMS l --~-. L. J.,·-. ~~ ' ' . -. ......:. VENTILATING SYSTEMS '·. ; . ·---'•,. ' . --: -r ·, . _{ : CALL FOR FINAL JNSPEC. ION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEl=N APPROVED. -. FINAL f .. \\ PLUMBING 1 '-'~ \ I // ELECTRICAL • •· . M t.:r' tr ,/'\ ,t .A MECHANICAL ' . Air \. 1-\ ,\ i\ ~I[ _ _,} ~-· ... . . ~ ,---. _.. ~,,. ......... -~--- '< C'A -::> '700 ~-'· ,.<:.' I l) \..I!;. , . ~ • ' .. ,<.;;-. \ FIELD INSPECTION RECORD , RE.QUIRED SPECIAL INSPECTIONS · r. . 1 "' ., ... ,;;:_--,R-EQJ IF I INSPECTOR'S I DATE INSPECTION ICHEGkED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE r,;.Q,VER 2000, Pql _ .. - ,I PRESTRES£~b' -. ' .. CONCRETE POST TENSIONED CONCRETE FIELD WELDTl',IG -· HIGH STRENGTH BOLTS .-, . .:.. ~ , •. ·SPECIAL M:S~~RY ·'· -I ·~ ;,~,. -:, r·:···r·· ,, ' ~ '!" J~;-~ ·. ~.:' ·~ -1· ••• -• ·.., .. ': ·> . ' . ~--. \, '_.,,,. -:...; .. --~. ~ i:;~~ l: PILES CAISSONS ,-r . ·. ::"'"_~._ •I • :, -:::- -1-·• '\ -r--~ .l\ -...__ ~-,~~~ -~-.-~--~:_ .. --~ t1, _ ... .. _;~ '.-·1'"&: \ 1:·· \ ;.. {' 1~- . \ ;. --, . .,. . , ";"'...,, ·, -~l ! ;pc, .. ,: .. _y -~' :-.. ~- \: {;~li; 'i ' ::.· .. ' -....,~ I INSPECTOR'S NOTES ) ·;• '-1 . •> :--~ ,,.:i I ....-....--' .. , w"'•.,~";.":s -':ti! .... ... +, '\. \ ./' - f' ~ \ ~.>(--: ~ '.~ ---. ,~---~~- \ ---~~,~, t ,,,. __ __. (i \ . \ '\ \ -\ --·· •... J "L·;-, .. ~"f_ ... ..,.. . \ ..,_ ~.-( -~ .. ./ '·-· ..... _l _ =--1 --=~~-~~ '\ .... , _:~\ .? ~ ....... \ ....... ' ..... _,., ---~ ,...,_:--~ --._ ~-~b 1-.1\n n-t\. ,t nTnT n~~;iqt-e:f:~'<f~:fO•OO ~~ . <.r~ -. ~ .. \ , .. r·:. ~, \ .::::}--~ .. l 1 .. ··; ' t f'. t -.. -;;-..... t' t \ ~·-~-·' -\ -~ ~~:i- .., . ,-..,.,, ~-••. \ .._. ~"t ,..... ..__. \~\-·< --\ ..... \" \.-.....:r ' ---- \ -·' ..... ,-\ .... .!.-' I • ·,\f -r~. \_1 ' . ' . ,. -r--... t -ff· \ 1' GAS f •• ~·· " \ \ ' ~11· r{· ''H '' I 11· '" \• ;·· . ~ 1--_1-z <'/I' ~, ~ .-' ..... .._ ') .:.r-,1 "-~---~! ... ~~ '• -.... ~ "·'-l, '. , BUll.:OING Uf 'Y \' ·,, V . ~ SPECiAL CONDITIONS V · 1r ~-•• '· .. ~ 1111111111'. 4 ...11111 en z 0 j:: c( a: c( ..... u "' 0 C ~[ ~ 0 u C l&I 0 ..... 5 ~ l&I z ~ z 0 j:: ~ z "' II. :E 0 u en a: "' :.:: a: 0 3 il -cJi I hereby affirm that I am licensed under ~alons of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in lull force and effect. I hereby affirm that I am exempt from the Contrac- tor's License Law for the following reason (Sec 7031 5 Business and Professions Code: Any city or county wh1cr, re- quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap- plicant !or such perm,t to file a s1\:.Jned statement that he is licensed pursuant to the provisions of the Contractor" s l!cense Law {Chapter 9 commencing with Ser:tion 7000 of Div1s1on 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption Any violation of Section 7031.5 by an applicant for a permit sub- 1ects the applicant to a civil penalty of not more than five hun-dred dollars ($500). I I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc-ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himsetf or through his own employees, provided that such improvements are not intend- ed or offered !or sale. If, however, the building or improve- ment is sold within one year of completion, the owner-butlder will have the burden of proving that he did not build or im- prove for the purpose of sale). IJ I, as owner of the property, am exclusively contracting with licensed contractors to construct the pro1ect (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or im-proves thereon. and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). CJ As a h~meowner I am improv·mg my home, and the follow· ing conditmns exist: 1. The work 1s being performed prmr to sale. 2. I have lived in my home for twelve months prior to completion of this work 3. I have not claimed this exemption during the last three years. D I am exempt under Sec. _______ , B & P.C. tor this reason ____________ _ I lKJ° I hereby affirm that I have a ce~e of consent to (s__e~insure. or a certificate of Worke s· ompensation In- surance. or a certified copy thereof (S · .. 800. Labor Code) POLICY NO. COMPANY 0 Copy is filed with the city D Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS· COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) or less) D I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compen- sation Laws of California. NOTICE TO APPLICANT: If. after making this Certificate of Exemption, you should become subject to the Workers· Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. D I hereby affirm that there is a construction lending agency for the performance of the work for which this per· mit is issued (Sec. 3097, Civil Code) Lender's Name ____________ _ Lender's Address, ____________ _ { USE BALL POINT PEN ONLY & PRESS HARD QTY. QTY. ...J.---//-4.,.C,lrJJ.LSBA?Q BUILDING DEPARTMENT tJ I ~'5I'i1li~, Carlsbad, CA 92009-4859 (619) 438-1161 PLUMBING PERMIT -ISSUE QTY. EACH FIXTURE TRAP EACH BUILDING SEWER t EACH ROOF DRAIN (INSIDE) TOTAL PLUMBING ELECTRICAL PERMIT -ISSUE ,OIJ QTY. NEW CONST EA AMP.'SWT l PH TOTAL ELECTRICAL YO ND INSTALL FURN. DRYER VENT YD ND REDEVELOPMENT AREA YD ND TOTM MECHANICAL MOBILE HOME SETUP CAR PORT AWNING GARAGE TOTAL APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. -z4-?~t ZONE ~;;~ UILDING SQ. FOOTAGE 0035 03/18 0101 02BldPmt 904., Not Valid Unless Machine Certified SUMMARY/ACCOUNT NUMBER 001-810-00-00-8220 001-810-00-00-8221 001-810-00-00-8821 /I .,ce,.-y·--_. --. -· ·-001-810-00-00-8222 001-810-00-00-8223 001-810-00-00-8224 MOBILEHOME 001-810 00-00-8225 SOLAR 001-810-00-00-8226 STRONG MOTION 880-5 Fl_-92-33 -L-l--""- FIRE SPRIN~LERS 001-810-00-00-8227 PUBLIC FACILITIES FEE 320-810-00-00-87 40 I -BRIDGE FEE 0-00-00-8740 ...e- PARK-IN-LIEU (AREA TIF -810-00-00-8835 J;-- LAC FMF 001-810 00-00-8162 MF 880-519-92-57 CREDIT DEPOSIT Q) u:: >, ~ 0 0. E Q) t- -0 0 CJ C ell () 0. 0. <l'. I ~ C C:: 0 Cf) Cf) Q) Cf) Cf) <l'. I 3: 0 Q) >- Q) () C ell C u:: s C Q) ~ CJ 0 t, Q) 0. Cf) C 2 .i= ~ j ,. r ! ~ l r, ' ~ i I . -TYPE ! ( DATE INSPECTOR .. . BUILDING I·. t / FOUNDATION . l ,' RJ:INFORC~O $TEEL . :1 ' ~ASONRY GUNITE OR GROUT SUB FRAME D ·FLOOR D CEI _ING SHEATHING D ROOF OS HEAR ·; FRAME \_ ... ;. ]'· .. EXTERIOR LA TH ) :-, ~ INSULATION "t ·! INTERIOR LATH ~ DRYWALL •,} \:'.t, i l 1 .. ,,,. --.. j<(.,l ~-!f•'-. PLUMBiNG ~ , tJ SEWER AND BUCO D RUCO UNDERGROUND D_ WASTE dWATER TOP'OUT 0 WASTE D V\fATER TUB AND SHOWER PAN I I' -. GAS TEST . D WATER HEATER D SOLAR \/{ATER . t ELECTRiCAL ' ' D ELECTRIC UNDERGROUND [3 UFFER ' ,, ·, . ROUGH ELECTRIC ! ., D ELECTRIC SERVICE D TEMPORARY . D BONDING D POOL -l MECHANICAL D Dl,.ICT & PLEM., D REF. PIF NG HEAT -AIR COND. SYSTEMS ! i ' . I .. J • . • VENTILATING SYSTEMS I \ ~ ~ rt--·r···.· .. _) '·"'··· ........,... _____ ., -....... -.... __ . CALL FOR FINAL INSPECtON WHEN ALL APP(!.._OPRIATt ITEMS ABOVE HA E BEEN APPROVED ·: FINAL ' \ r ' \ ~\ PLUMBING ":' . ,r") I ELECTRICAL ~ : . ' ... Y11r I/ ,. MECHANICAL i ' I 1/r JG /1. I GAS l ....;;.r--·~-.. ·,-q-... t ..... ·~~ -~ "r-·~?i,r ,;:-' ·\. . ' l J -~-\ . ~ I-:' , , I .... . t I \' J U'W BUIL:.DING ,. . ' f.· . ":: V \j _·, .....,. \ ,1· SPECIAL CONDITIONS I \ \ ~ • ,...... 't Jo • • '!., ·t -,-: 1. I ... < ·-•..;, .. ,.:,. l ·-.. >J&,. ?oo-Y3'~ _, ... -· . ..--· ' ~ y' ~_...,.,\ ~~--, •,: '! .. :. \""-'..: • \ ' FIELD INSPECTION RECORD INSPECTOWS NOTES REQUIRED SPECIAL INSPECTIONS. • .. \ REQ. IF INSPECTOR'S ·,.:~~..,_·.,~., ---~ H ·-INSPECTION CHECKED APPROVAL DATE ' ' -~--. -.,..,. . -- SOILS COMPLIANCE . PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE ·:·1\ --.,,..~ ,,,.. ..... OVER 2000 PSI ~--' ..._._, .. PRESTRESSED . CONCRETE POST TENSIONED CONCRETE --~:--,-. \ "'---.. -. .:?. v-~-':: ............. .. • .. ' FIELD WELDING ' -~ .... HIGH STRE-NiG'Tt,i. ,, --~ ·:-~ j t"'"it"" ~--~'--BOLTS • · · • .7.. .,... •. ', , ..... . - SPECIAL MASONRY , \ ,~ . -· - ' .;., 5 I:"/; • PILES CAISSONS •. 0,1.,,.~. .......... " 'lcJ y4':-t;'-< , • . -~.. <J~n-'· "-. "' r,. -.. t!,?;,,. '· ·, ;-.. ... ~ ... .,,_ ·!-'re ~ . , I .• ~;tr...... ::\..., ' , f,' (I , ~ f;':S.i··.,~l'ff,1.:,, . .. \ \ \ --.. ' ·---......,~ . , 'l ,~ 1;:'J, " ' -i -:-,,;.. t't.... (j!;' \ \ \ "") /,/! r . :: -.. . \,., .. ... . -~;::---...._ t C .,,..._, •-. .,. ~-.. 4"'1/it--• ..... \ ~ . !'..; /;l·; '--. .. .. /\y{J .,. /\ t \.'.;,. . :-----. • ~ .l -.. ~ f-\---\ oo~ 01,:ra oro:r os£i!f.{bt11.f bO~"li } . ----: I ,. ·. .. . • . • • • _:-·-.. ,., -· t ' ~ .. ·-~~" "\,.\ ,~· ......... ' -) \~-.... __ ....... ·---.. _,.,-.. ·• . . - --.. " I \ . . . . . . -.<r. \ .• t • 1 &~ --\~;---~~ .... ;,~.: . . -· . ~--~. ~ ~:~ -~· 5,,, -....:I~--~· ,~ ---, f . . ·\ \, -· ' ' -. •;--.,-. ' _., . ::..~-. ~ · .. :.: \ ) . ·'<. . --.... i.' .·· ~ DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOU·S FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only . ASSESSOR'S i PARCEL NO. ' OWNER ', /i/} PUE$ -OWNER'S. i MAILING t/3S . :5. r:Al/P/C, iADDRE&S . ' PLAN ID NO. !J/r JC(} ~f{ VALIDATION AREA ;C .,..O_N_T_RA_C_T_OR_· ..;,/_K._0_· u....._...,..c ___ 1J .... f' ..... / ~_..::rt_t_~-2.J __ ' OC/i..,._:...'J.:...Q ..... !/y,..,__ _______ --t ESTMATED VALUATION _.....___,-'------- . CONTRACTOR'S · · . . · · . . · : MAILING · . 7 ;t jQ f:_/Jr1l'/·/t~0'< /~40 PLAN CHECK FEE ,001-810-00-00-8821 ; ADD BESS , '-f/i . · -----------------'----. IF THE APPLICANT TAKES NO ACTiON ; STATE l 11'., 1 I::' ; LICENSE NO •. 71 / iP BUSINESS l LICENSE NO. WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. ; SUBDIVISION-----LOT(S)----,----~~--------------------_..___ ~ LEGAL DESCR_IPTION /...O{tfj · CHECK iF SUBMITTED: D 2 ENERGY CALCS D 2 1987 ENERG\Y CALCS . FOR NO,N lilESIDENTiAL BLDGS D I 111/ . 2 ~TRUCrlJ,AL CALCS ' I : · (,\ &Ull/1.JlFT}E A,~//11 IJ/Jl/t: ll'~Aq.& D D I 2 S!=LF ADDRESSED ENVELOPES DATE G!VEN/ SENT TO APPLICANT DATE I . P & C,ORRECTIONS LIST CERTIFICATE OF OCCUPANCY .CATE 11 MA!RLl-r 8f- White -File Yellow -Applicant Pink · Finance Gold -Assessor DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 ,(619) 438-1161 MISC.ELLANEOUS FEE· RE.CEIPT Applicant Please Print And FIii In Sh : ASSESSOR'S , PARCEL t,10. 'OWNER 'CITY QONTRACTOR . t .1~ PLAN ID NO . . 6fo -700. ' 00~ 04/03 0101 05Mi sc • · 2991100 VALIDATION AREA ESTMATED VALUATION ""!"T'·------- : CONTRACTOR'S . . ·'frr .litJ .S.... · MAILING PLAN CHECK FEE 001-sVci-00~0-8821 ·ADD. RESS -'-----------------'----------i IF THE APPLICANT TAKES NO ACTION 'CITY · STATE . LICENSE NO. ZIP TEL BUSINESS LICENSE NO • WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. SUBDIVISION--------: LOT(S)---------+-'---"---------'--''-------------''------ CHECK IF _SUBMITTED: D 2 ENERGY CALCS D 2 1987 ENERGY CALCS FOR NON f!ESIDENTIAL BLDGS D 2 $TRUCTURAL CALCS D 2 SOILS REPORTS . D 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ SENT TO APPLICANT DATE . CONT ACT PERSON L.A COST A LETTER ADDRESS 'SCHOOL FEE FORM CITY ZIP TEL P & E CORRECTIONS LIST CERTIFiCAT.E OF OCCUPANCY PPLICANT'S SIGNATURE White -File Yellow • Applicant Pink -Finance Gold -As·sessor / CASHIER'S VALIDATION Q!ttu nf C!tarlsbab SEWER PERMIT APPLICATION APPLICANT TO FILL IN SHADED AREA sEwER PERMIT NUMBER: s E 3o .3o ----.::.----'"--===------- .-/ ~~~~~l NUMBER OF EDU'S: ___ ·, ---'/_' _________ _ ,,) . 'i J - 'cf' ;, ; ;'. ·,, .. ' '/ i 1, i '< •' ,_-·/ • / f j LATERAL CHARGE: _____________ _ --· PREPARED BY: (PRINTED NAME) COMMENTS: ------------------------------------1 WHITE: DPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant \ FINAL BUILDING INSPECTION RECElVf~ M.~~ 2 2 1988 PLAN CHECK NUMBER: . '" DATE: PROJECT NAME:--------------------------------- ADDRESS: PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: ~---__..f.,._J_,c=---~='."im=r-"-1 _____ NUMBER OF UNITS: ,:·· \ l CONTACT PERSON~· ----==-t=t=~------------''--~---------------- CONTACTTELEPHONE: __ ~l='"""1~f-"~-----~-------------------~- ===========h==l=,1=;r;:::•1::::, :::;l'l,;::::::1·~=-t'l±==l':'.t=-rt!::!:;;;R=i~!::l:;;:::::::±~f=fl'=""======================= t' INSPECTED BY: ______ ~---- INSPECTED BY: __________ _ DATE INSPECTED: DATE INSPECTED: APPROVED _£.. DISAPPROVED __ _ APPROVED DISAPPROVED --~ APPROVED ~ DlsA~i~Bv~-~ r--- , · 's' t .. COMMENTS: -----------------------------------c,c--·1 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ·1 ' i .,· ,' ~ •' ! ' Y.4" ~ ,,-.. ·,, •' ::/ PLAN CHECK NUMBER: FINAL BUILDING INSPECTION· 87-700 A DATE: PROJECT NAME: -------------~------~-----,------,.---.,.,---- ADDRESS: 2251 Rutherford ~d. A PROJECT NO.: _______ UNIT NUMBER: --~----PHASE NO.: ______ _ TYPE OF UNIT: ti "'Oi?Jr!I NUMBER OF UNITS: CONTACT PERSON~· ----,.---'M'-~l-----------'-----~-----",-------"-'~-- CONTACT TELEPHONE: __ ..µ;i.~----,---~--'----'----,---,--~~~-----'---'-,----,-a-,.~~ INSPECTED ~ BY: .<f?~LJee~ '9'""\.... INSPECTED BY:----~----,------ INSPECTED BY: __________ _ DATE INSPECTED:.'?----2 '{-t?? APPROVEP DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED . -~- DISAPPROVED ~-__ DISAPPROVED -,.c---- DISAPPROVE!;) ~~- COMMENTS:--------------------------~-----'-'--- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities ·PINK: -Planning GOLD: Fire ... , .. ·. ,"*'•' PLAN CHECK NUMBER: DATE: PROJECT NAME: ---------------------------~------ ADDRESS: l PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: ti r;n; rm NUMBER OF UNITS: CONTACT PERSON: ___ --"".....,_i:....,. ____ ~-------------------'------ CONTACT TELEPHONE:, __ _.. . ..,_·""f."-~ -----~-----,---------------~-- INSPECTED BY: -----it-'11---...-.,i---1r-- INSPECTED BY:·-------~---,-- INSPECTED BY: __ ~------- DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED ~-- APPROVED DISAPPROVED __ _ . , COMMENTS: ----------~---.,---;-------------------~I~;, __ ' . _I< Rev. 1/86 WHITE: Suspense BLUE: Water District GR!=EN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire •,/ FINAL BUILDING INSPECTION "PLAN CHECK NUMBER: DATE: PROJECT NAME:------------------------~-------- ADDRESS: _____ 2_;1_5_.t_A_u_t_h_~!_W:_,fo_. r_e_l ________ ~-----------,----- PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ TYPE OF UNIT: ____ C_'!_iL_:!!_'.:!_t'C_i'-_"-l_' _____ NUMBER OF UNITS: CONTACT PERSON: ___ l:_·fa_i:_1_1_1.\_i.'._l.~_r,._;t_it _______________________ _ t CONTACT TELEPHONE:,_U_1_l1_:c::_~~-------;,,~·~~-----------~-~--- INSPECTED /J II BY: ------"~L-,='-. __ · INSPECTED BY:----:------~--- INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED / DISAPPROVED __ _ APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED ~-- cqMMENTS: ---------------------------------'-/ _ .,.,~-----------------~-------------------- /;u I~ 1 I ,.:[ f' )!/ l ' ) __ J Rev. 1/86 WHITE: Suspense BLUE: Water District GRl;EN: Englneer!ng., CANARY: Utilities P!NK: Planning GOLD: Fire ., ,, •.:!,:.",,. ' ·' \~ FINAL BUILDING INSPEC110'N PLAN CHECK NUMBER: 86-700 DATE: 6-19-87 PROJECT NAME: --------------------'----------~-~ ADDRESS: ____ _;.2;_2..;:5_;.l_Ru_'_cb_1e_r_f_o_r_d ___________ ....,....--___ ---'-----~ ,~' PROJECT NO.: _______ UNIT NUMBER: · _______ PHilE'NO.: ----,-'---,----,-- TYPE OF UNIT: ___ C_O_W_il!l--'~-r_c_:l.a_l __ ~----· NUMBER OF UNITS: CONTACT PERSON~· -----"-S-'h~eJ~~l_B_e_r~~-an ____________ ..,....,_---,-'-_-'-______ ~ CONTACT TELEPHONE,-'U'--'<l....::. k=----------~~----"----'---'---~----'c----'--- all dept / INSPECTED BY: . ~ ~AST~ECTED: JUN. 2 4 1987~,, APPRQY.ED ~· ;_., ~· .,, DISAPPROVED --- iNSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: Costa Real Mun,o,pal Water Dtstnct COMMENTS: Engineering Department (619) 438-3367 APPROVED-~ DISAPPROVED ---,-"- APPROVED DISAPPROVED ~- Rev. 1/86 WHITE: Suspense BLUE: Water Dls~rlct GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ,, 'j I . ! ,·', '• :-:,·,' \~. ,, } J '.: • ':; ~,\' .'('.::<•-' --~,;, ; .!,, '!'• ,';-:;:-'}~;! ~~;::(/··::;'y~ lt'°'~•'\,'f'./;i{f::-:·.,-•\-.;, ·; ',, ,--;,! :l :-•"<: • ,""' ,1' -: ~/ •• ::~tt",~•,' ,, FINAJ,.· BUILDING-INSPECTION' "PLAN CHECK NUMBER: ·-. 86 ... 700 · DATE: :, :·· ;_ t ;--,~-~--• 6.,.;l-9~8-7_-· PROJECT NAME:------;---~-----'----+---'--'-,--",~--___,--,--_-~--'-.,.,...,.-,-----'-,-,~--'--~-,-- ADDRESS: 2~51. Rutherf or-e1 '. PROJECT NO.: .TVPE OF UNIT: -"--,~-------UNIT NU!lv1BER: ---'----'-------'-'---PHASE NO.: CONTACT-PERSON~· __ S'-h'--e_l_-1_:B_e_m_an_~_· ~-'-'-'-'-----'.,,..,-,---,--'-'----,---"~.~-,-'-...,,..-~~-i'-'---~-___,,--'-",-__ '•· ~-- CONTACT TELl;PHbNE:__;u.;...ru_k ____ ----~-.......,~--,-'------e--+-'-"--=----=-,,,---'-,-,--_--'-'---"'--;-,'-------'-'-'-- all dep_t ' :.: :·· ll:,, ' ' _INSP.ECT~ ~ V ~ ~'' DATE / '/f . . . BY; . <_? ~ INSPECT.ED: (R -_Jt--£'j .· INSPECTED . BY:--~--------',,- INSPl;CTED ·BY:---------~--- DATE INSPECTED: DATE·. INSPECTED; ~~~~~ ' -~ -· APPROVED ·--~:;_ . DISAPPROV:l;D __ _ . -.' ' COMMEN+S;"·""-"-'-'-------~~---------,','-----,----,,..-'-'---------;--'----~-""i"--...-'-o--+--- '~f .. ,, ·:- ','-.. ··---~ . ', ,•{ ,· ,! -i----i--'-----'-----'---"----,--------e--.-,----'---,-----,--'-~--'-+-~--~-'--:--'-----'----· "'' .. • , .. ,. -:et.,' i .-.- Rev: 1/86 WHITE, Si.!!IP,ense BLUE: Water District ,Gl:IEl;N: Englneeri~$.';. CANARY: Utilities Plt-J~:. Planr:ilng GOL,D: Fire , . .- ,,•. I ' \ '' v . I ' ' I '.,ti l' ,':.• I J. ~, I : 1 ., .. ; •• -1 .r. ,J '' 'II ·, FINAL:'""BUILDING INSPECTl'<)N ·RECEIV..ED JUN 1 9 1937 PLAN CHECK NUMBER: DATE: PROJECT NAME: ------------------------------,----"--- ADDRESS: _____ ;L._"_5_l_P_.n_t_'h_~_'t_l_· O_t_•t1 _______________________ _ PROJECT NO.: ---~----UNIT NUMBER: ~-------PHASE NO.: TYPE OF UNIT: -~_C_o_:r_,r._im_.r_e_i_.O~.,l _____ NUMBER OF UNITS: CONTACTPERSON~· __ n_h_u_l_l_t_~_m_un_. ______ =------------------(,- -..., -CONTACT TELEPHONE· Uwtk "· . .:111 d~pt < ?J/4 7 - INSPECTED ).'Z{ ~ DATE APPROVED ~ DISAPPROVED BY: .-INSPECTED: :.. I/ - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED .. ,, ,, COMMENTS: ( -- , Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 3 -Z-7-g7 OAPPLICANT ~Sfll'tTION>- JURISDICTION: PLAN CHECKER PLAN CHECK NO: I QFILE COPY OUPS ODESIGNER PROJECT ADDRESS : _ _;;-2.;;;..;2.___.;;s'--'--1 _.:...;!2~u--'--r __ H..;a..e_1e-'-n ___ O"--'-ta ____ D=----- PROJECT NAME=_--1.M~e=L~t~e~s _ _._~G.;._:...;e='~o_r~----- D II D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified· 13eLo w are resolved and checked by building department staff. The plans transmitted herewith have signiflcant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of -the check list has been sent to: O Esgil staff did not advise the applicant contact person that ~-- plan check has been completed. ~:··,_,. _' II Esgil staff did advise applicant that the plan check has been completed. Person contacted: JJus.r'1 R-t[o~D":.> Sec.. Date contacted: 3/21/5[1 T~lephone #{C.t9) 744--l.537 REMARKS: /, DA.le Or . t/1-(US G- lee-~ u.S HI T ,el:> , Gi4-SG-H 14/<G-"rift::; C!-f/-A-tV6 & C>}J '5:H-ee H-. ts ---C-177 s.~ ro /Y,¥;-TcA-. ·rw ou.J;t}c,Es ~-ALL Sfje-&[_:j OF: Tl% a. gGT_::, \: o F P t...A-A.Js /--1/A.,S r B e s I tE AJ e..C>. By: lr-/36 DOllc/J7!5 Enclosures: ----------ES GIL CORPORATION _3/zs-/R7_ ------.; ..... "· ,i:,,., .r-..., Dates~t7 . Prepared bys ft8e- Jurisdiction . 0-Pt/2 l S Bl4D VALUATION AND PLAN CHECK FEE ·PLAN CHECK NO·. !~ -7tJO J2er/ =#:-/ CJ Bldg. Dept • 0 Esgil BUILD~NG ADDRESS .22-S' I RuTftqK.ECJ/eD APPLICANT/CONTACT ~!&S' '1 ' R'.,ftO,f?-/:) $ PHONE NO. Qi: I 'i') 7 4-ft,,-I.S 3 7 BUILDING OCCUPANCY _a.::~7 H---1 I l+-Z. DESIGNER "PHONE ------ TYPE OF CONSTRUCTION 1(-jJ 'CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER . IZe 1/J Sll>A.l A 0, I TD fr? ~IZOl.ltrD s er OF-Pt.."1-/JS~ , . .. Air Conditionin~ Commercial @ Residential @ Res. or Comm. Fire Sprinklers Total Value fee Adjusted To Reflect @ D Energy Regulations (fee x 1.1) OHandicapped Regulations (Fee x 1.065) Building Perm·it fee.$ __________________ _..._ ______ _ plan Che ck f ee___,.,s~H;......te..___,L-:f-lf...,..,J __ 4.._ __ M,_e __ , _s __ .,,...®=·--,---.S-_1_,_7_2_){_/_, zs-____ $....__..2.___,;.Cj_.(';:;.....,..., __;t,__;_O_ CO M·M EN TS,_:-------------------------------- 8/4/A.? :, ~ ,. ' ESGIL CORPOR.t\.TION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 9212!"3 (619) 560-1468 i DATE: ~--.2-3 -~7 QAPPLICANT JURISDICTION: CJ7'':f_ OF C/4 R-l,$._ /$ /1:b_ i a JURISDICTION PLAN CHECKER QFILE COPY OUPS QDESIGNER PLAN CHECK NO: fs fo -7 00 ---1-lJ- i PROJECT ADDRESS: Z'Z.5 / 1?.A,-rweK:-ro,::..D ,et:, . PROJECT NAME: H£lleS G,e.tor II D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · The plans transmitted herewith will subs:tantially comply with the jurisdiction's building codes w]:len minor deficien- cies identified..,....----------------~ are resolved and checked by building department staff. D. The plans transmitted.herewith have sign~ficant deficiencies identified on the enclosed check list and should be corrected a~d resubmitted for a complete recheck. 1 . D D The check list transmitted here~ith is fbr your information • The plans are being held at Esgil Corp.·~ntil corrected plans are submitted for recheck. · The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant 9ontact person. O The applicant's copy of ·the check list;: hsts been sent to:· II Esgil staff did not advise the applicant .contact person that plan check has been completed. ' O Esgil staff did adv~se applicant that the plan check has been completed .. Person contacted: ___ _,_ ________ _ Date contacted: ---------Telepho~e # ________ _ RE MARKS: ..,....--------------------'----------'----- By: ffl3e .PtJL/ cAJT~ ESGIL CORPORATION Enclosures: -~---------- , j • ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: :2...,... 20-ft7 QAPPLICANT JURISDICTION: Cl Tt;j OF C/4(C.l.5/5Jt:t 0 .. JURISDICTION PLAN CHECK PLAN CHECK NO: g'c_, -700 .-.:zJ: OUPS ODESIGNER . PROJECT ADDRESS: z..zs I Ru 71-te/ZrCJ./f:.O /2.D ·PROJECT NAME: __ 111~e~~~L=E~S"--___;;G~~~e~·-/~D~T..__ ___ -,-__ _ D The plans transmitted herewith-have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _________________ are resolved and checked by b~ilding department staff. 0 . The plans transmitted.herewith have significant deficiencies : · identified on the enclosed check-list and should be corrected a~d resubmitted for a complete recheck. II. The check list transmit_ted_ herewith is for your information. . The plans are being held at Esgil Corp.· 1.;intil corrected D plans are submitted for recheck.· · The applicant's copy of the check list is enclosed for the jurisdiction to ·return to the applicant contact person. II The applicant's copy of ·the check list has been sent to: [?l.,{s, Tl/ IZ-li1>J4t:?S 4:17 J ,). C,,q. O Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted: l?«ST?f IZ-HQ/4D'5 Date contacted: __________ Telephone # vPl°I) 7tt-lf:-l~37 REMARKS: ___________ _,.... _____________ .__ __ _ By: @E Dol I e/J re- ESGIL CORPORATION 2/ u I R7 . Enclosures: ----------- -I C)sz CITY OF CARLSBAD PLAN CHECK 86-700 II FEBRUARY 20, 1987 REMAINING CORRECTIONS FROM THE PREVIOUS CHECK LIST Show how return air (or exhaust air} is removed from the r:\ .f'l Chem ·.Lab. -_ · .. · -- ~he make-up ~ir for exhaus~ fan 6 is not cleariy balanced. Note:· No detail of how air from heat pump 7A pumped / into the Chem Lab 151 is transferred to the optics 154. ffb)-;;1 ~pecify.aluminum or copper conductors ~nd type of insulation. · . ~ •. Indicate (AIC} rating of subser_vice. equipment. ' / NEC 230-~8/110-9. ~,. Call out 'AIC rating on ·subfeeder breakers.·· p~; stze transformer·ground t~·250-94. Transformer grounds ~ / are under sized, -use -Table 250-94. -~. As. per Art. ~45~3, provide the required disc~nnecting Wt( ·means for computer area •. Tank farm building is classified as H-2 occupancy (a) provide required fire alarm system as_per Section 909. If you have any questio~s, please contact Abe Doliente of Esgil Corporation at (619) 560-1468. Tpank you. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: I -e'-tfl OAPPLICANT @1"9R!SDICTI0~ 0 PLAN CHECKER 0 FILE COPY JURISDICTION: CIT'j_ OF CA(2LS8,4D PLAN CHECK NO: grc,_ 700 OUPS D DESIGNER PROJECT ADDRESS: 225( F?u, H&rzro e..o RD PROJECT NAME: l1€LLES @RIDT D D D II D II D 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · The plans transmitted herewith will substantially comply with the jurisdiction's building codes ~hen minor deficien-cies identified _________________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitte·d herewith is for your information. The p~ans are being held at E~gil Corp. u~til corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check li"St has been sent to: Dus 1'"if FZ HOA-fe q p'plci or: :to ~1c)<, u p. 4-,,. Cft{Z..Mef..; sr. ~14-tJ. /vll4te.C-os. C.4·_ qzo(:;,1' Esgil staff did not advi"se the applicant contact person that plan check has been ciompleted. Esgil staff did been completed. advise appiicant that the plan check has Person contacted: Vus74 e..,/-foJCJD'S , Telephone# {G11) 7{µ/.-1£37 Date contacted: I /q I REMARKS: __________________________ _ By: /f/38-Do LI £-IV 7~ Enclosures: ------------ ESGIL CORPORATION 1a/z9/J'~ <( 12/31/.f>(:;, __ ,.._ l . ' TO: puv['j R..HO;cJDS 411 C1tl<. H£l. C:>7: JURISDICTION OF Ct:;!CL6Bl9'P APPLICANT COPY [ ] JURISDICTION A. B. C. D. E. F. G. H. I. J. sr1;J H.vteco.s . Ct+ ) CJzot.C/ ] PLAN CHECKER COPY [ 1 ESGIL FILE COPY TENANT IMPROVEMENT & INTERIOR ALTERATION CORRECTION SHEET 'Plan Check Nurnber ____ £ ..... IP ____ -_7_0_0 __________________ _ Site Address_~2 ......... Z~.5_.,./ _ _.,_/2_u_~-r~H=G-~f!".._.~F0=-:..~~!)=---12~-D=---------- 0wner J..-11::;Ll&S Gel Dt -----=;..a;...-------------_,__------------------- Building Code Applicable_ -----------------------1982 U.B.C. . Occupant Load 3 g g / 4 Proposed Occupancy f3"--.2i1-1-1 /~..:z_ Stories -----------Previous Proposed /..,ff4N(,,(.rA-c7U..F==t: Occupancy VA-C..f1-i<J1 use oF Mct.11.1...t.1 L!4seres ~ I ,;.1"orc.rlG2' · Type of Const:r:uction I/ -W Sprinklers: C§2 No Allowable ~loor Area 32.. 700/ ..:2.,..sz>OActual ~/ 21?97/, /'2.,-J i I · I > I Basis for Area Increase 2 lJ d~ (_4-?-..20 )(o.-0/rz-S') ==--3~ · 2~ 670 +-S. Pte/ AJ k.. ~12 StfJ1et1 . Da-te Plan Submitted :to Jurisdiction to Esgil / :2,,/ 2'7' / ,!(, <;,l-rz/"7~,ff;. ------ Remarks Date Initial Plan Check Completed /} g/ !1 By rlf3e J;:'oLtaUTb Applicant Contact Person _pu...s.Tq {!:,/f[J/'9-0!::::> Te1.(§;11) 714,.--IS'B'l' ' FOREWORD: PLEASE READ 1. This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and State laws regu!atins energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. 2. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. For information regarding those departments, please contact those departments. 3. The items listed below require plan clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. · Per Section 303(c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any State, County or City law. @ Please submit two sets of corrected pJans and enclose a copy of this list with your notes indicating where corrections were made i.e., sheet, detail, etc ••• return corrected plans and documents ONt Y to the locations checked below: l3J EsgiJ Corporation at 9320 Chesapeake Or., Suite 208, San Diego, CA, 92123 · Telephone (619) .560-1468 0 Jurisdiction Building Department 10/22/85 ... 6, Io. I ® The responsible designer is required to sign each sheet of the plans. A State-licensed Architect or Engineer is required where there are structural changes to an existing building or a structural addition. (Business and Professions Code) Provide the correct address and suite number of tenant spade on the plans. Section 302 Provide a note on the plan indicating the previous use of the tenant space or building being remodeled. Section 302 When the character of the occupancy or use changes within a building,the building must be made to comply with current Building Code requirements for the new occupancy. Please provide complete details to show the building will comply. Section 502 UBC Section 304 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall in- clude all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a signed copy of .the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the distances from the building to the property lines and the location of tenant space (or remodel) within the building. e+tec.fG-Ft/tJ/CIL 6'5-TS OP-Pl/J/JS sf I C/:1-~c...-... FOR-F?.AL I- St6Al19'7'U./2.fr, ::rAJcluoe; e'ICPI el'T-7'"/0IV D>4-7G-OF l.l ce A..J&,:::5,- ,'I-NO ,#tr 'Dfl-rG-'Pll'fN.5 . 14-IZG-":51G'AJE-f), Sf/-t)w DIS T/4-1\/C €? 11-T' 7 ffe-· f't:>l. 1..0 w1 Al6 LOC.M-1I oA.JS', 0--J Be-rwGr-G-v C.1t·JJtJPvf t.J PL, I b.) B e-7 uJ e-G-tJ N l4Nt-t.P rJ.c..-7 ~ /2.! A.)6J I fJt..,Ot; .;_I 7ri·iJ/C.. F/4-~M I c.-,) B!b-rvJe-PJ/,.)--r1+1J1<.. r J,(!j Ja l'-1 ~ ~ S'Ov-7ff pl,, . II, I ® @ @ · T/4-N/G On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupancy classifications of the remodel area and the occupant load of the remodel areas and total building area. Specify on the plan title sheet the Building Code Edition used for the design of the proposed work. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plan to scale and indicate the :9cale on the plan. Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing fire rated area separation walls, occupancy separation walls, shafts or rated corridors. Identify and provide con- struction details for·proposed new fire rated walls. Specify on the plans-the fire ratings of assemblies to protect proposed openings in existing or new fire walls. Identify exis:~ing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Flt/!:. tvf · IS -19-_ l-11,>ceD a::::c fA.._, ,P fl-/\} C 4 ( /3LP~ I f<.001-f<;. Tl, T Lf-. "£?-~ TS 1rree 11--.2 OCCl,f_.PrJ-/IJCl'GS,. ~ J 11-,'e..E H·-! 6CCU-PRtvGI E-S_ 't'Z ( T(p- / ~ Provide a section view of all new interior partitions. Show: (a) Type, size and spacing of studs. Indicate gauge-for metal· studs. Specify manufacturer and approval number or indicate "to be ICBO approved" •. (b) Method of attaching top and bottom plates to structure. (NOTE: Top or partition must be secured to roof or fioor framing, upless suspended ceiling has been designed for partition lateral load.) (c) Wall sheathing material and details of attachment. (Size and spacing of fasteners). (d) Height of partition and suspended ceiling. Provide notes and/or.details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 ·feet around urinals and wit);lin water closet compa!="tments. Note on the plan: "All interior finishes must comply with Chapter 42 of the UBC". · Specify "class · flame spread rating (minimum) for '1..-'---------------------------------------+ &L,4--, ?i- pS. Lateral bracing for suspended ceiling must be provided. (UBC Table 23-J Where Ceiling loads are less than 5 PSF ~nd not supporiing interior partitions, ceiling bracing shall be provided by four No. 12 gauge wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90° from each other at an angle not exceeding 45° from the plane of the ceiling. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 4 feet of each wall. Attach- ment of restraint wires to the structure above shall be adequate for the load imposed. Draft stop and suspended ceiling in wood frame floor construction every 1,000 sq. ft. and in attics of combustible construction every 3,000 sq. ft. The maximum distance allowed between draft stops is 60 feet. Section 2516(f) The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically handicapped. See the attached correction sheet. Title 24, Part 2 Show the exit sign locations; show any required directional exit signs. Section 3314 Rooms with more than 10 occupants may have one exit . through one adjoining !:"Oom. Revise exits to complyo Section 3303(e) -see--Q)(Zf:-. !JO ·Z0.,._ - --- -- ~ - .:2../4. 5Z, yl. 30. Ji. I Two complying exits are required from /Z}js 115 de_. IS 3 Exits must be, and maintain; a distance apart ·of at least 1/2 th~ maximum diagonal dimension of the area served by the exits. Section 3303 Assembly rooms with more than 50 occupants shall not have a lock or latch on exit doors unless they are equipped with panic hardware. Section 3318. Note on the plans: "All exits are to be openable f"rom inside without use 9f a key or special know- ledge". Section 3304(c). Or NOTE: "Provide a sign on or near the exit do,ors reading: THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS", and meet all other criteria of Section 3304(c) 1. Required exit doorways shall be not less than 36 inches in width and not less than 6 feet -8 inches in height. Section 3304(e) Exit door!:! shall swing in the direction of exit travel (occ~pant load exceeds 50). Section 3304{b). Show the locations of existing exits from the build- in~ and show the path of travel from the remodel area to the existing exits. Corridors must provide continuous protection to the exterior of the building. Interruptions by inter- vening room is not permitted. Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. RODl'-1 /53 Of}/JA.lOT e't1r Tlteou..-e, e)-1 14Z... S€ff: COte,Je. . f-7€:-M /VO p 'B q..,/ - B4 I @ . Show exit corridors as 44 inches wide minimum. Dead- end corridors are limited to 20 feet when more than one exit is required from the corridor. Section 3305 Provide one-hour construction details for all corridor walls and ceilings serving an occupant load of 30 or more. Identify all rated corridors. Walls of reception rooms and lobbies which are included within pro- tected corridors must have walls and ceil- ings constructed as required for corridors. Protect all interior openings ·in ·corridor walls and ceilings. Door and frame must be labeled 20-minute smoke and draft control assembly with self-closers or automatic closers with smoke detectors. Section 3305(h). Glazing must be 1/4 inch-thick wired glass installed in steel frames and cannot exceed 25 percent of the common wall area. Section 3305(h)2. . Show the location of fire dampers. Provide fire dampers at duct penetrations of fire-rated occupancy and area separations, shafts and corridor walls and ceilings. Section 4306(j) Provide mechanical ventilation in all rooms capable of supplying a minimum of 5 cubic feet per minute of outside air with a total circulation of not less than 15 cubic feet per minute per occupant •. Section 605 and 705 i· • ~5, ,Hese co f?.-.lc.ECT/ OIJS PP~C-f TO HALLW/4-lf_~ /V ... -el IZ.7 - - CITY OF CARLSBAD PLAN CHECK NO. 86-700 JANUARY 9, 1987 ADDITIONAL CORRECTIONS 38. Provide 1-hour occupancy separation between the H-1 and the H-2 occupancy. Openings within this wall must be protected by a fire assembly having a one-hour fire pro- tection rating. 39. Group H division 1 occupancies must be located at least 60 feet from all property lines. :40. Group H division 2 occupancy must be at least 30 feet from the.p~operty line. . ' . . . 41. Provide the.ICBO approval number for the sky light. 42.' Show the beams M 8 x 6.5 on the plans per sheet 5 of the calculations. ·43. Show connection details ·of the roof beams to· the masonry per sheet 5 of the.calculations. 44~ .·Provide soils report t6 justify 2000 PSF soil bearing pressure. MECHANICAL 45. · Cl'early show fire rated separation or corridor walls or ceiling assemblie~ on the mechanical plans. 46. Provide return air ducts from bottles [152] and optics [154]. 47. Clearly show make-up air for exhaust fans 3, 4, 5, 6, & 7. 48. Provide mechanicc!-l_plans for the tank farm building per UBC Section 905 and UMC Chapter 11. PLUMBING 49. · Detail how trap seals ar·e to be maintained for floor drains and floor sinks (restroom floor drains show indirect lavatory waste). UPC Section 707. 50. Show 1/4" per· 12" slope on drain and waste lines. UPC Section 407. ELECTRICAL 51. Specify aluminum or copper conductors and type of insulation. 52. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-98/110-9. i :· ~: :: ;, . 'CITY OF CARLSBAD PLAN CHECK NO. 86-700 PAGE 2 · 52. Provide suitable main fuses, i.e. KT~ and call out AIC on subfeeder··breakers. 53. Indicate the grounding system to be installed for (a) building service (h) tran.sfo.rmers. Call out size and type main service ground conductors, and as per Art. 250-26 (b) size transformer ground to 250-94 . 54. :provide overcurrent protection .on the secondary side of transfor~ers. NEC 240-21/384-16 (d). 55 •. As per irt; 230-95 (c), provide note on plans servic~ ground-fault protection shall be performance tested when ·first installed on site. 56. As per Art. 645-3 ,· provide the required diconnecting means for computer area. 57. As per Art 450-21 (b), NEC _provicl.e transfonner· specifications to insure location.s comply with NEC if the 225 KVA tnansformers do not meet exceptions #1 or #2, ipstall ., t~.ansf armers in one hour· 1:'ated rooms, with v~:nt'ilation • .58. _Tank farm building is. ~lass·if_ied as H-2 occ1panc;::y-' -(a) · -. . provide_ required fire-alarm system as per Section;909 UBC (b) show wiring and eqµipment complying with Art. 501 NEC. If you have any question, please contact_ Abe Doliente of Esgil Corporation at (619) 560-1468. Thank you. REMODEL OR. TENANT IMPROVEMENT CONSTRUCTION VALUATION The Building Offi~ial is mandated by Stute law·to determine the value of work proposed in each application for a Building Permit. The value to be used, shall be the total value of all construction work for which the permit is issued .a·s well as all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevators, fire exting- uishing systems and any other permanent equipment. Uniform Building Code Section 304 (a) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *·* * * * * * * APPLICANT PLEASE COMPLETE SITE ADDRESS ----------------PLAN CHECK NO. DES CR IP TIO N OF PROPOSED WORK -------------------- 0 REMODEL --------------------AREA OF 0 TENANT IMPROVEMENT -----------0 ADDITION ----------------PROPOSED WORK INCLUDES: NEW SUSPENDED CEILING D YES D NO NEW HVAC D YES D NO NEW FIRE SPRINKLERS D YES D NO NEW PARTITIONS D YES D HO NEW PLUMBING D YES D NO NEW ELECTRICAL D YES D NO HAS A CONTRACTORS ESTIMATE BEEN RECEIVED FOR THE PROPOSED WORK?( ]YES [ ]NO ITEMIZED COST ESTIMATE IS ATTACHED [ ] YES [ ] NO \ I CERTIFY THE VALUE OF ALL PROPOSED CONSTRUCTION WORK COVERED BY THE PERMIT APPLICATION INCLUDING: ALL STRUCTURAL WORK, FINISH WORK, PAINT- ING, ROOFING, ELECTRICAL, PLUMBING, HEATING, AIR CONDITIONING, ELEVATORS, FIRE EXTINGUISHING SYSTEMS, AND ALL PERMANENT EQUIPMENT IS:$ ------ THIS VALUE IS BASED ON: D DESIGNER Is ESTIMATE D CONTRACTOR Is ESTIMATE 0 OTHER, DESCRIBE BASIS -------------- THE ABOVE INFORMATION IS TRUE AND CORRECT 0 APPLICANT D DESIGNER ' D CONTRACTOR ********************************************************************** PLAN CHECKER USE ONLY THE VALUE IS ACCEPTABLE O YES D NO AN ITEMIZED COST BREAKDOWN IS REQUIRED TO CONFIRM THE ESTIMATED CONSTRUCTION VALUE. D YES D NO BY: ________________ _ DATE: --------------------- 4/22/85 Plan File No. ________ _ Jurisdiction ---------Project Address________________ Date _______ _ REMODEL OR TENANT IMPROVEMENT BUILDING CODE INFORMATION In order to complete a plan review of a remodel or tenant improvement within an existing building it is necessary that the information in Items 1-9 be provided or the approved plans be provided for the exist- ing building. *********************************************************************** Y. Circle the existing type of construction for this building: ~, I, II-FR., II~lhr., II-N, III-lhr., III-N, IV, V-lhr., ~ ~ Does this building have fire sp~inklers throughout? • v: ·t:2L,O ! ~ P,l:'fv 'ftrB' HJtNUrr+C-7U/c.l!V4 r.., G, · ,X Does the proposed project create a change in use or occupancy classification? Yes No Describe the previous use of the project area Describe the proposed use of the project area Existing Building Area 3/. 2.~C:, It "V1 Improvement Area How many stories are in this b~ilding? ____ / _________ _ I what.story is the improvement on? ________________ _ Does this project involve alterations Existing fire walls · Existing floor or roof loads Existing building structure Existing"HVAC equipment Existing electrical service loads to: Yes No Yes No Yes No Yes No Yes No What is the approximate date that construction of the existing building was completed? ____________________ _ ENERGY CONSERVATION Which of the following were checked and approved for Title 24 Energy Conservation at the time the original building was approved: Building envelope HVAC equipment Area lighting Water heating Will the proposed project significantly alter was approved? _______ Yes , ___ · ___ _ 6j) ·HANDICAPPED ACCESS FACILITIES No Yes No Yes No Yes No Yes No any element that Which of the following has been approved for compliance with the handicapped access standards of Title 24, CAC: Parking & access to the building Yes No Building entrance doors Yes NQ Building stairs & elevators Yes No Existing-public restrooms Yes No Information· provided by: Date _________ _ Bldg. Dept. verification of information by: ____________ _ 102385 ; ... · .. ···• ... ..... TITLE 24: DISABLED ACCESS REGULATIONS !NON-RESIDENTIAL CHECK LISTI AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. WALKS ANQ SIDEWALKS (SEC. 2-3~25) 1. Walks and ,sidewalks shall have a conlinuoua com• mon surface, not interrupled by steps or by abrupt changes in le\'cl cxccedin11 Ya inch, and shall be a minimum of 48 inches in width. 2. Surfaces with :i slope of less than 6 percent, gradient shall be at lust as slip-resistant as that described u a medium salted finish. 3. Surfacl's wilh a slope of 6 percent gradient or greater shall be slip-resistant. . 4. Surface aoss slopes shall not exceed \4 inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of gntings whenever possible. f' or gratings located in the surface of any of these areas, grid openings in gratings shall be limited to Ya inch in the directio!\ of traffic flow. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. 7. Abrupt changes in le\·cl along any accessible route shall not exceed Ya inch. When changes in level do · occur, they shall be beveled with a slope no greater than I :2 except that level changes not cxceedinc ¾ inch may tic vertic:11. When changes in levels greater than Ya inch are necessary they shall comply with the requirements for curb ramps. 8. Walks shall be provided with a lc\·el area not less than 60 inches by 60 inches at a door or pte that swings toward the walk, and not less than 48,inchcs wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to thc,sidc of the strike edge of a door or gate that swines toward the walk. 9. All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at lea.st evcey 400 feet. B. HAZARDS (SEC. 2-33.26) 1. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent strc:ct or dmeway, exceeding 4 inches in a vertical dimcn• sion, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at lQSt · 6 inches in ,height above the walk onidcwalk surface to warn the blind of, a potential drop off. When a gu:irdnil or handrail is ,provided, no curb is required· whc:n a guiderail is provided centered 3 inches (plus or minus one inch) above the surfac: of the walk or s_idcwalk: the w:ilk is 5 percent or less gradient or no adjacent haz:ird exists. 2. Overhanging Obstructions: Ariy obstructions that overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface a.s measured from the bottom of the obstruction. C. PARKl~G (SEC. 2-7102) I. The following table establishes the numben)f handi• capped parking spaces required: Total Number of Parking Spaces I· 40 ••••••• 41 • 80 •• , •••• 81 • 120 ••••••• 121 • 160 ••••••• 161 • 300 ••••••• 301 • 400 ••••••• 401 • .500 ••••••• 'Over 500. , • • • • , Number of Handicapped Parking Spaces Required 1 2 3 of .5 6 7 I for each 200 additional spaces provided · When less than .5 parkin111 spaces arc provided, one shall be 14 f.-et wit.le and linetl to provide a 9 foot p;&rkinc area and a 5 foot loadiri,t and unloading ar.-a. . 2. l'hysio.::illy hantlicappc:d parking spac.-s shall be l<>- cat.-d as near as practical to a priNry enuancc. If only one: sp.&ce is prnvidted, it shall be: 14 feel wide and lin.-d to provitlc: a 9 foot parking :ir.-a and a 5 foot loadin1t :.ind unloatlin1t :.irca. When mure than one spac.-is prmidcd in lieu of providing a H foot wide spac.-for each parkin11 space, two spaces can be provided within a 23 Coot wide area lined to pro,,ide a 9 (OQC parkin,i area on .-ach side of a .5 Coot luadin1t .and unlo:.idin11 area in the center. The min• imum lcn~h of nch p:ukin11 sp,acc shall be 18 Cece, 3. ·In each parkin,c .irea. a humpc:r or curb shall be pro- \'ided and located to prevent .-ncroachment of can over the required width of walkwarys. Also, the space shall be so located that a h~ndicappcd person is not compelled to whc:el or walk behind parked cars other than their own. . Pedestrian ways which arc accessible to the physi• ally handicapped shall be provided from each such parking space to realtcd facilities, including curb cuu or ramps u needed. Ramps shall not encroach into any p.u-king space. EXCEPTIONS: I. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such ~croachmcnt docs not limit a handicapped person's capability to leave or enter their vehicle thus providing equivalent facilitation. 4. Surface slopes of parking spaces for the physically handicapped shall not exceed ¼ inch per foot in any direction. 5. Entrances to and vertical clearances within parking structures shall have a minimum YCrtical clean.nee: of 8 feet 2 inches where required for accessibility to handicapped parking spaces. 6. Handicap parking idcntiricatioil signs shall be provided as required by Section 2-7102(e) in the following locations: ~. On the pavement within eacl'I required park• ing spac:o b. At the entrance to the parking racility, • D. SANITARY FACUTIES (SEC. 2-5,p) 1. Where separate facilities arc provided for non-handi• ·capped persons of each sex, separate facilities shall be provided for handicippcd persons of each sex also. Where unisex facilities arc provided for non- handicapped persons, such unisex facilities shall be provided for the handicapp:d. 2, Where sanitary facilities are l0C1.ted on accessible floors of a building, they shall be made accessible to the physically handicipped. · 3. Passageways leading to sanit:iry facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: a) A clear unobstructed opening width of 32 inches. b) A [eve! and clear area for a minimum depth of 60 inches in the direction of the door swin( ,u measured at right angles to the plane of the 1uur in its closed position, and 44 inches where :he door swings away from the level and clear area. i. Multiple accommodation toilet facilities shall have the following: a) A clear space measured from the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doors other than the door to the handicapped toilet compartment in any position may encroach into this space by not more than 12 inches. b) A water closet fixture locitcd in a compartm~nt shall provide a 28 inch wide c:lcar space from a fixture or a 32-inch wide cle:ir ,space from a wall at one side of the water c:losct and a 48 inch long clear space in front of the w.iter closet if the compartment has an end opcninK door (facing the water closet). A 60 inch minimum length clear space shall be provided in a computinent with the door located at the side. Grab ban sh:.ill not project more than 3 inches into the clear spaces as specified above. c) A water clo,ct compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width o( 32 inches when, located at the end and 34 inches when loca.1cd at the side with the door positioned at an an~le of 90 dcJ!rees from its closed position. Except for door opening widths and door swings, a clear unobstructed access not less than 44 inches shall be provided to water closet, compartmcnis dcsi~ncd for use by the -handicapped and the space immediately in front 102385 ,: ol a _,er doact c:omputmcnt shall be not leaa that -48 inches as measured at right angles to com• pa,trncnt door in its dosed poaition. 5. Sl"'fl• --.odatlon toilet facilitiH shell Nlfa tlW roUowinq: There lhaU be ,,..rncillftt .-ce in the toilet r-ror a -•lellair ,.. ... 11r1119 JO inches wide by 48 inch•• lonq to enter the r-and penwi't the door to cl0H• The w•t•r c:loset sh•ll be located in-a space which prcvldu a 28 inch wide char space -rr ... a rb- turit or a JZ inch wide clear space rr0111 e .. 11 at one side or the water cloHt and 48 incl'le• or clear space in front or the weter cloeet. 6. In an cxi1tin1 building a single accommodlltion-toilct f:acility may have the wuer cloact fixture locatetl in a compartment which provides a. cleu space of no.t less lhan 36 inches wide by +a inches Ions in front -, r the water closet. 7. Grab ban lucaccd on each side, or one side ol the back of tlic physically handicapped toilet seal! or compartment shall be securely ittached 33 inches above and _p:ar.i.llcl to the floor. Gr.i.b bars at the side shall be :at least +2 inches long with che front end positioned 2+ inches in front of the water closet stool and gr.i.b bus at the back shall be not lesa than 36 inches Ion!(, The diameter or width of the grippin1 surfaces of a rrab bar shllll be l \4 inch to l ~ inch or the shape shall provide an equivalent gripping surface. IC grab bars are mounted adjacent to a wall, the: space be· tween the wall and the grab bars shall be l ~ inches. 8. A dear floor space: 30 inches by 48 inches shall be provided in front of a lavatory to allow a forwud approach. Such clear floor space shall adjoin or overlap an accesiblc: route and shall extend into knee and toe space underneath the lavatory. 9, Where urinals uc provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. 10. i.tiere facilities ror bathii,g are provided ror the public, clients or -,ploy•••, including showers, bathtubs or lockers, at lea.•t one such racillty shall COlll)ly with the handi• C89 accesa standards in Section 2-511 ( a )-9. 11. l/4 irich thick identification •y,obois shell be provided on doors to sanitary racilitin. A 12 inch triangle ror lllffl and 12 inch dia- •tar circle far _, ia required, E. WATERCLOSETS(SEC. 5-1502) 1, The height of accessible water closets shalt·be a min• imum of 17 inches and ll maximum of 1'9 inchca measured to the top of the: toilet scat. Flush control, shall be operable by an oscillating h_:andlc: with a maximum opcnting Carce of 3 lb or by a remote low voltage button. The handle or button shall be: loated so they are opcnblc: without requiring cxcc:saivc: body movement. F. URINALS (SEC. 5-1.5.03) 1. Where urinals arc provided at least one elongated rim at a maximum of 17 inches above: the floor is required. 2. Flush controls shllil be hand operated, and shall be mounted no more than ff inches above .the floor. G. LAVATORIES(SEC. 5-1504) 1. Lavatories shall be mountc:d with a clearance -of at lc;ast 29 inches from the floor to the bottom of the apron with knee clearance: under the: front lip ex• tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe: clearance: shall be the same: width and shall be a minimum of 17 inches deep from the: front of the lavatory. 2. Hot water and drain pipes under lavatories shall be: insullltcd or otherwise c:overcd. There shall be no sharp or abrasiYC surfaces under lavatories. 3. Faucet controls and operating mechaniams shall be: operable wi1h one hand and shall not require tight ~aspin111, pinching or twisting o( the: wrist. The force r"'luin:d to ac1ivatc conlrols shall be no greater than 5 lb. Lever-operated, push•IYl'" and electronically controlled mechanisms arc namplcs of accepcablc desil!"S, SclC•closing valves arc allowed if the fllucc:t remai11s open for al leut IO ,cconda. PAGE 2 IL ~RINK.lSC FOUNTAlNS(SEC, 5-1507, 2-511) 1. The ,irinkin1 foun1ain shllll be a minimum of I 8 inches in deplh and there shall be cleu and unob• structed spaces under the: drinking fowuain not less thlln 27 inches in height and 18 inches in depth, the depth measurements being taken from 1hc front edge of the fountain. A side approach drinking foWlt.ain is not acceptable. 2. The: bubbler shall be activated by a control which ia easily operated by a handicapped person such as a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc:. The bubbler oudc:t orifice shall be located within 6 inches of the: front of the drinking fountain and shall be within 36 inches of the floor. The: water stream Crom the: bubbler shall be: substantially par.allel to the front edge of the drinkinl( fountain. 5. Where water fountains :arc provided, they shall be 11).;.ucd completely within alco.-c:s, or othcrwuc positioned so as not to encroach into pcdc:1trian ways. f. DOORS k HARDWARE (SEC. 2-3301, 3304) 1. All primary entrances to buildings shall be made accessible to the handicapped. 2. Hand activated do_or opening hudwarc shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that arc hand acti·. vatcd and which arc in a path of travel, shall be oper• able: with a single effort by lever type hudwarc, by panic bars, push-pull acti11ating bus, or other hard• ware designed to provide passage without requiring the: ability to grasp the opening hardware:. Locked' exit doors shall operate as above: in egress direction. Doors to individual hotel or motel WliU shall oper- ate similarly, except that when bolt and unfatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full bow or 1!4 inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Sep:uatc dead · lock :activation on room side: of corridor doors in · hotels or motels shall have lever handle or large thumb turn in an easily re:iched loc:ition. 3. Width and Heights. l. Every required exit doorway shall be of a size as to permit the installation of a door not lesa than 3 feet in width and not less than 6 fcc:t, 8 inches in height, When installed in exit dporways, exit doors shall be a.pablc of opening ac least 90 degrees and shall be: so mounted that the clear width of the cxi tway is not less than 32 inch ca. 4. For hinged doors, the opening width shall be: mea• sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet ihis opening width require• mcnt. Revolving doors shall not be used as a required entrance for the: physically handicapped. 5. Maximum effort to opente doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied al right angles to hinged doors and at the center plane or sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors arc required, the: maximum effort to operate the door may be increased not to exceed 15 pounds. 6. Construction. The: bottom IO inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a whcc:lchair footrest without aeating a trap or hazardous condition. Where OatTow frame doors arc used, a 10 inch high smooth panel shall be installed on the push side of the door, which will allow the door to be: opened by a wheelchair footrest without aeating a trap or hazardous condition, 7, Thresholds shall not exceed'>', inch in height. 8. Where turnstiles are used a door or gate that is accessible to the handicapped shall be: provided within 30 fr.et. ,. Tl-.re shall be • level clear are• on each side of an exit or P••aaqe door, Prov1de 60 inches clear in the direction of the door swinq end U 1~• on the side Oj)llOSi te the door swing direction. Pleeaureioents are to be at right englu to the cloacd door. 102385 10. The width or the required level area on t~e side into 'lhich the door sw1ngs shall extend 24 inchaa past the strike edge ror exterior doors and 18 inches paat the strike edge ror interior doors. 11. The space between two consecutive door openings in a vestibule serving other than a required exit stairway shall provide a 111ini111U11 or 48 inches or clear space rr0111 any door opening into tha vestibule '<!hen the door ia open ?0°. Doors into a vestibule shall swing in the •-direc- tion or they both shall swing away fro,a tha vastibule. J. COIIRlOOIIS ~ EXIT BAI.CONIES (•SEC • 2-3305) l. Corridor. that axcffd %00 '"t. in length shall: a. Have a aini-clHr width of 60 inchas; b. Have at a central location, a 60 inch x 60 inch aini-wheelchair turning/paaaing 1paca;, or c. Hava at• central location, an intervening cross corridor (,aini-UN); or d. Have at a central location, an openable door 'lhich providas complying access to an aras adjacent to the corridor. IC. STAIRWAYS (SEC. 2 .. 3 3 0 6 ') 1. Handrails shall extend a 111ini-of 12 inches beyond the top nosi,ng and !2 inches plus the tread width beyond tne bottoa nosing. 2. The handgrip portion of handrails shall ba not lsu -than 1-1/4 inchas nor 1110re th;.,, 2 inchas in c:oas•secticnal dimension or the shape shall provide an equivalent gripping surface and shall have a SIIOClth surface with no share corners·. 3. Tha upper approach and the lower tread of each intarior stair and every tread of exterior stairs shall be ,..rked by a strip or clearly con- trasting color, at least 2 inches wida, placed parallel to, and not 1110re than 1 inch fr0111 the noae of the stl!I) or landing to alert the visually illlpaired, (Applies to stairs with 2 or lll'lre risers) •• Open stairways ara not pel'llitted. IUNra 9hell be sufr.f.ciently solid to pnvant the peliaage of objects larger than l/4 inch. 5. Tread surface• wll ba diP-rasistant and shell hava SMOOth, rounded or c:haafered exposed adgas, The lower front edge shall be baveled or roundad. ,. No•ing shell not project l'IOre than 1-1/2 inch paat the flC8 of the riser balo,,. L. RAMPS (SEC •. 2-3~07) 1. The slope of a ramp shall not exa:ed 1 in 12. 2. The top landings on a ramp must be at least 60 inches in depth. 3. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. 4', The top landi!lg shall have a width not less than iu depth. 5, The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6, The bottom landing shall be not less than 72 inches deep. 7. Intermediate landings shall be provided at turns and whenever the change in level exceeds .50 inches. a. Intermediate landings on straight ramp, shall have a depth of not less than 5 '·O". Intermediate landings on ramps that turn greater th·an 30 degrees shall be not less than 6 feet in depth. 9. Ramps shall be r,ot leu than 4 feet wide, · 10, Ramps serving a primary entrance for an occupant load of 300 or more shall be not less than 5 feet wide. · 11, Handrails shall be placed on each side of each ramp and shall extend· 12 inches beyond the top and bottom of the ramp. 12, Surface, of ramps shall be slip resistant. PAGE 3 It, Cl.(VATORS (SEC. l-5103) 1. At lHat one elevator shall hava a ,.ini-in- •id• car plat.tom of 6 fNt 8 inchea wide by 4 fnt; inches deep with a ~ini-clear Oj)ening width or 42 inches in buildings more than three stories in height and 1n all buildings where elevators are required. 2. Passenger elevators in buildings other than those required in No, 1 abova and serving an occupant load of more than SO shall have a 111ini-inside car platfom of S feet 8 inches wide by 4 feet ) inches deep. Doors shall be J feet clear aida slide-type. ). Passenger elevators in buildings othel" than those required in No. 1 above and serving an occupant loild of less than SO shall have a a1ini111U11 inside car platfor111 or 4 reet 6 inches wide by 4 feet 6 inch~s deep. The door opening shall ba at least 2 feet 8 inches cleal" width. •• All passenger elevators shall have handrail lo- cated 2 feet 6 inches to 2 feet 10 inches above the car platform. 5, Elevator cu opuation buttons need to be with- in reach of wheelchair usars and or a type that blind or partially lighted persona can ident'ify as required by Section 2-5103 ( m) ' &. lotlealchair lifts shall comply with Seil. 2-510 6 N. RUUct AREAS cstc. 2-3303 )cnRE: MARSHAL RECULATEO OCCIJPANCIES) 1. Every multi-story building whel"e access is pro- vided for the physically handicapped shall have designated (signed) raOMS ar areas on each fl00r to provide sare refuge for the handicapped. Refuge areas are not required on stories opening to grade Ol" with r:a,,ps to grade Ol" in ,caries used only as service basements or only for park- ing. O. TEl£Pta,(5 (SEC. 2-511 ) l. Canara!. Ir public telephones are provided, they a/1&11 co,opl y with Sei:tion 2-511 ( d ) -I'. nEcTR tCAI. l. 'l:lectrical recl!l)taclea (15, 20 and JO 'a,ops) shall be at least 12 inchea aoove the floor. Section 3-210-50 ( e) z. Switches and controls for lights, appliances, cooling, heating and ventilating equip,,ent shall be not less than J feet nol" 110ra than " feet above the floor, Section J-)80-8 ( C ) ). , f'ire alara initiating device• snall be 48 inches above the floor, ground or sidewalk. Section J-760-a,1 Q. SPECirtc OCCUPANCY R£QU!R£1"(NTS Chapters l-6 through 2-14 have specific occupancy require,oents for accesa in addition to the general requirements listed above. Provide notes and dot· tails to c0111ply with. ____________ _ 102385 TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specificat~ons) HVAC Controls Sec. ·2-53i5. (a) Each.HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. Be able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space,· if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to termin~te all _cooling at 78°F or more . . EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of. independent heating and cooling· systems need not comply with Section 2-5315(a) 4, 2-5315 (a)5, and 2-5315(a)6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. Ventilation Systems Sec. 2-5316. . On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other -than combustion air openings, shall be provided. Doors and Windows Section-2-5317. (a) Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. Control Devices tor Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. {b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person us.ing the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of illumination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamp in a space independently meet the requirements of this section. ( d) In al 1 areas where ef f ecti v.e use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the _area. _Occupant Operating and Maintenance Information to be Provided by Builder The builder shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads, lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage elect~ic type and.lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices· that limit the outlet temperature to a maximum of 110°F) Section 2-5314~ Table 2-53G. TITLE 24 CONSTRUCTION COMPLIANCE STATEMENT REQUIREMENTS (To be noted on plans or specifications) CONSTRUCTION COMPLIANCE (a) Prior to occupancy of the buildin~ the person responsible for the construction or installation shall provide the building department a signed statement, showing the builqing permit number, and listing all.the manufactured devices in- stalled, including the name of the manufacturer, model number date of manufacture, manufacturer's stated efficiency, including the source cooling power index, source heating power index and fan performance index of each HVAC system. In lieu of the list reference may be made to the plans and specifications, if all the above in- formation was contained in the plans and specifications. Each document shall be signed by the person re- sponsible for its preparation. The signer shall be a civil engineer, mechanical engineer, electrical engineer, architect, building designer, general building contractor, or specialty con- tractor, licensed or registered to practice by the State of California;· or shall be the building owner if he or. she is allowed by law to prepare the document. If more than one person has responsibility for ·building design or construc- tion, each person may prepare and sign the document or documents applicable to that portion of the design or construction for which the person was responsible; or the person with chief responsibility for design or construction may prepare and sign the. docu~ent for the entire design,or construction. INSULATION CERTIFICATION Prior to occupancy the insulation installer shall post in a.cons~icuous location in the build- ing, a signed certificate containing the build- ing permit number and stating the insulation was ihstalled in accordance with the approved plans and specifications. The certificate should also show the manufacturer's name, material identifi- cation, "R" value and, for blown insulation, the minimum weight per square foot consistent with manufacturer's design data. DOCUMENT A TJON OF UNREASONABLE HARDSHIP Job Address ---------------------Plan File No. -----------0 w n er Date ---------------------------------- It is requested that the above named project be granted an exception· from the requirements of the State of California Title 24-accessibility, as specifically noted below: 1. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXCEPTED . 2. The cost of alJ construction without excepted items, is . -------,----,-----,,--------,, 3. The impact on financial feas'ibility of the project, if the requested exception is not approved is . 4. The facility is used by the general public for the purpose of-,----,.,-,,.,..,...----,---,---- .5. The exceptions being requested will not penalize handicapped accessibi-lity as equivalent facilities are available as follows: (Complete if over$62,3.50 value in No., 2 above). ___ _ · 6. Exceptions requested, and data provided, by: __________________ _ NAME ADDRESS SIGNATURE TELEPHONE Department Use Only Findings and Decision of the Enforcing Official: Signature of Enforcing Official Date HCA-1 22786 (9 PHYSICALLY HANDICAPPED ACCESS REQUIREMENTS FOR REMODELS (including alterations, structural repairs, additions, tenant iaproveaents and.occupancy changes) GENERAL Full access compliance is required for re1110dels including: Q Path of travel to reMOdeled area. (a) Parking (bl Walks (cl Hazards (d) Curb Raiaps (el Ramps (fl Elevators Q .Primary entrance to remodeled area. (al Entrances (bl Exit Doors Q Sanitary facilities serving ·remodeled area. u) Drinking fountains and ·telephones serving remodeled area. B. REMODELS LESS THAN$ 621 350 When remodels are valued at less than $62,350 access compliance may be Hmited to the specific area being remodeled when an un- reasonable hardship is determined by the enforcing agency. 1. Staff determination of unreasonable hardship shall be made on Form HCA-1, which shall be filed in the project file. 2. When the required.work outside of the remodeled area (l.a through t.'f above) exceeds 10\ of the cost of the work to be done in the remodeled area, an unreasonable hardship shall be· found to exist (criteria is staff guideline). 3. The unreasonable hardship finding may be by observation when obvious. Form HCA-1 should describe the obvious. ~ REMODELS$62 1 350 and HIGHER When remodels are valued over$62,350 and specific access requirements cannot be met: 1. The law allows equivalent facilities to be accepted if strict coapliance with the regulations would create an unreasonable hardship. 2. Access cannot be waived unless there are physical or legal barriers that prevent providing either full access compliance or equivalent facilitation c0111pliance. When both access and equivalent facilitation are waived by the enforcement official, ratific~tion is required by an Appeals ·Board. D. MULTI-FLOOR REMODELS: Exceptions and exemptions 1. Provisions for Upper an~ Lower floors: The Health and Safety Code Section 19955.5 says that,•1n privately- funded muiti-storied passenger vechicle service stations, shopping centers, offices of physicians and surgeons, and office buildings, subject to this code, floors or levels above and below the first floor or ground level are exempt from these re~uirements if a ramp or elevator is not available to provide public access to such floors or levels.• 2. Health and Safety Code Section 19?56 says that,•1n privately-funded multi-storied buildings, floors or levels above the first floor or ground level are exempt from these requirements if a reasonable portion of all facilities and accommodations normally sought and used by the public in such a building are accessible to and usable by physically handicapped persons.• ~ ·~ I f Date, 1 /~/g7 Jurisdiction C4tel.S '3r-1 D Prepared byr f.}-l3 G-VALUATION AND PLAN CHECK FEE [j Bldg. Dej?t. O Esgil PLAN CHECK NO, f?(q-700 BUILDING ADDRESS 225 / /e,l.{,,"THeterO/eo ·fZ/::;) APPLICANT/CONTACT Pust'1 R.HO)CID~ PHONE No • ..(_C.1t:t) 7tt,t/...-lS37 BUILDING OCCUPANCY . 8-2.. DESIGNER PHONE TYPE OF CONSTRUCTION y _, jJ CONTRACTOR PHON_E ____ _ BUILDING PORTION --r. r pe;e Dest, -Z..'2-"? I ""2-. (';') ,=&;;. ~~"7'1 nr:::-t===- Air Conditionin~ Commercial Residenti.al , Res. Ol: Comm. Fire S"Orinklers Total Value Fee Adjusted To Reflect BUILDING AREA V.A.LUATION VALUE MULTIPLIER '3/ 2-<f9 " -7 0.3, 9'3 z.. 'rE /\Jr: e. J;. L/,4Llu t-710}) I . I I I -\ I @ ' (cl @ I I 7 0 ':; 'f'3Z-. J 0 Energy Regulations (Fee x 1.1) 0Handicapped Regulations (Fee x 1.065) 8 uilding Perm it Fee $---------------------· ...,,· '---_/_9---'-4,--_3_._lJ_;;D __ Plan Check Fee $ $ / 2& 2, '75' ---'"----------,-------------.....;:;..--~~..:........;.-=-- COMM EN rs_··------------------'---------- l SHT I OF '2....: 8/4/82 r . e .. f ~ ~ ', (I) ;: (I) .> (I) (I) .... a:: ~ D D .. ~ (J (I) .c: (J II) C: II) n, (I) "O a: s.. (I) Cl .... O') 0 (I) t.-: s.. Q. 0.. e "O C: 0 :::, -u a::i PLAN CHECK NO:'df.1:1(/) ADDRESS . ~.,S-/ _a.l:(,_,,J,_. jJ ,!,f__ OJ\TE ~ PLAN NIN;~ -n, ~ ·-C: - (I) .... n, C ZONE: c.,. r3 · TYPE OF PROJECT AND USE:~ ----..,......:~---i.-+1-...,,.------------- SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS -~ SAN MARCOS -SETBACKS: FRONT 42{?.. SIDE ~K... REAR ~e,_ DISCRETIONARY ACTIONS:-PJ=-1/_..f::.-_-i--------------------------- REDEVELOPMENT PERMIT REQUIRED:_,.)1........,~------------------------ LANDSCAPE PLAN COMMENTS:-t,1,~.t-/ ir... _________________________ _ ENVIRONMENTAL REQUIRED:...,JJ--t--t+:-= ________________________ _ COASTAL PERMIT REQUIRED: YES ---- ENGINEERING LEGAL REQUIREMENTS LEGAL DESCRIPTION VERIFIED? ~ _ EASEMENTS: /J~ /Ji. EDU 'S:~ ~~. 5 -fj!/pJJv, APN CHECKED? , 19!?= 2. JZ-o~ /:2--Q RIGHT-OF-WAY:~ DRAINAGE: _ fi//d-_ IMPROVEMENTS:_N_/(tl ________ ......,.. ___ ___, __________ _ FIELD CHECK DATE & INITIALS: PERMITS REQUIRED ( @ADING COMPLE~TI~IED: INDUSTRIAL WA~ FEES REQUIRED _ PARK-IN-LIEU QUADRANT: f~f&i , FEE PER UNIT: /J/A-, TOTAL FEE: ----( ' -~-"llll--~ P.F.F:: /Jf& ~RAF~IC IMPACT FEE PER UNIT: _ OTAL FEE: '/I 7. FACIUTIES IGHT. FEE:ai,Jt~# '1RiDGE & THOROUGHFAR; ~E: ,_ D-~,~...r 1 _ SEWER FEE (CONNECTION)f.M_~o_eF SEWER LATERAL: ~ , / ADDITIONAL COMMENTS: Jif ::::"y> t&{RiAJ) 12.3)ZX 4xf0: 8/2 , l3,?7? ;lU) X. ID:: /71/J, /,l2~/C6;</u::a,: -p > ~ ~ B;121 ~ :a.s12 y..r.J "'22.:::: 1%2... 3, r ~ 20;c,22-= $/!.fq 1i12r ,><.G";c.22--= 123 · 1427£/:3 -JCfl/[(cr?J;orr)-:::. -718 ~ TtF OK TO ISS~E-~~ DATE: 2 ~/[Jc'/ ~ ~2:.~7::...:;;..,.f-------,----- DPD2:DPD6: 10/24/86 City of January 7, 1998 The Life Insurance Company of Virginia c/o The Alison Company P.O. Box 8040 Newport Beach, CA 92658-8040 Carlsbad M Q6ihhih· I •l4~Si#i;,t§UI SUBJECT: APN 212-061-20-00 -2251 RUTHERFORD RD. -MELLES GRIOT Dear Sirs: This letter is in response to your request for Zoning compliance for prope1iy located at 2251 Rutherford Road, in the City of Carlsbad. The prope1iy is also identified by Assessor's Parcel Number 212-061-20-00. The property is Zoned C-M, which is a Heavy Comrrtercial -Limited Industrial zone that allows I ight and medium industries engaged primarily in research and/or testing, compatible light manufacturing, business and professional offices. The General Plan is P-I, Planned Industrial, which allows for industrial development, including manufacturing, warehousing storage, research and developnient, and i1tility uses. The project is within the Carlsbad Research Center and regulated by Specific Plan 180. The existing improvements conform-to the required setback, building height and parking standards. The parking space demand is determined by the uses· on the site. Parking generation rates for an office component are one parking space per 250 square feet of gross floor area, manufacturing is one space per 400 square feet of floor area and warehouse is one space per .1000 square feet of floor area. I could not readily locate the number of spaces existin,g on the site, but plancheck records indicate that the existiI1g uses on the site are adequately parked. · To the best of the City's knowledge, the above properties comply with the conditions and requirements of the zoning and land use laws, ordinances, rules and regulations. There are no Conditional Use Permits or Variances needed for the existing improvements. If you have any questions regarding the above, please call me at 43 8-1161, extension 4325. J~ Van Lynch Planning Technician VL:11111 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (G19) 438-0894 .. I "' 111, \' .· I " / -~-... a : ' . ' . . i 1200jELM AVENUE CA~LSBAD, CA 92008-1989 <teitp of ~arls&ab FIRE; DEPARTME;NT TELEPHONE~ (619) 438-5523 APPROVEtl,4v PLAN CHECK REPORT PLAN CHECK' . f'~ ... 1ro /f'Y . )J.,1-i,. m,n-~eP~ £ .MIia f}t-,J)L- . PROJECT f)1Gt..,UE.s G7?,e-r-ADDRESS ,,;J=--'Zfi"""---'CT:-=~~~-=--..=..c--'---------- ARCHITECT J#Wlf;t-v l'r1Ut/ f 4itf?.[J..h,:X... ADDRESS 40 t.~UV:~~ ~ 7Lf-t/-i-53 '7 OWNl=R ~ tC.~r-ADDRESS ________ PHONE _ ·occuPANCY 1J#1 CONST. V ~ TOTAL SO. FT. II? 1 STORIES · __ r ___ _ · · D SPRINKLERED tJ TENANT IMP. ----------------'-------,-------------- _-_1. _-_2. __ 3. __ 4., _. 5. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDiTIC>NS AND/OR MAKING . THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, :AND PERMITS PrQvide one. copy of: floor plan(s); site plan; sheets ---'-·-------------------- Provide two site plans showing the location of all exis~ing fire hydrants within 200 feet of the project. Provide specifications for the following: ----------~------------ Permits are required for·the Installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installatibn. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION _SYSTEMS AND l:QUIPMENT ____ . _ 6. The following fire protection systems are required: D Automatic fire sprinklers (Design Criteria: __________________________ ) -o Dry Chemical, Halon, CO2 (Location: ------'-----------------------) D Stand Pipes (Type: ______________________________ ) D Fire Alarm (Type/Location: --------------'----------------------) _$_ 7. . Fire Extinguisher Requirements:- 0 One 2A rated ABC extinguisher for each ___ sq. ·ft. or portion thereof with a trnvel distirnce to the nearest extinguisher not to exceed 75 feet of travel. D An extinguisher with a minimum rating of . to be located: ~ Other: J4 t/4 be< · __ 8. Additional fire hydrant(s) shall be provided------------'------------ EXITS ___ 9. Exit doors shall be openable from the inside without the use of a_key or any speci'al knowledge or effort. · __ 10. A sign stating, " This door tq rema_in. unlocked during business hours" shall be placed above the main exit and doors------------------------------------ .. _· __ 11. EXIT signs (6" x ¾" letters) shall be placed over all required exiits and· directional signs located as necessary to clearly indicate the loc.ation of exit doors. · X-12. -. _13. GENERAL ·sto_rage, dispensing or use or any H~mmable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires; plastics and some flammable liquids. If high stock pil- ing is to be done, comply wit~ Unif~rm Fire-Code, Article 81. · · .:j,__ 14. Additional Requirements. --------~---------------------- d) ?a>111b6 ~,.,Jk ! ~ &A-cl-I 4~6 .f/-u/i-./N &t'LoXiJM-N~ ;')-r~L,,.y, .$._t (p!\) Cr l}/,>/A-U,vr -jl) . °3£,,~ - ____ 15. cfo'mply wHh regu1ations on a_ttactietl stie~t(s). · • f1 Pl~n Examine/~ £ ~---Date /-2-t:J-~ Report mailed to architect __ ,_Metwith ____________ _ __ Attach to Plans )._ ---.·. ,--:_ ,.";";,....·-' (' ... ~. ~.- . . R·Of:IEATO DOMINGO . CIVIL ENGINEER ASSOCIATED WITH MICHAEL Ii. ·A0SIN&ON DESIGN and CONSTRUCTION GEN. CONTRACTOR LIC. 345440 P. O. Sox 118 FALLBROOK. CA 92028 ~;.,.;. __ , . ..:::...IL 728·5380...:··:tz .. ~i:·,a.,·:._ a M§UGs CuUtJt ( l, l('zi (/JI,, su;,) J!v,11)(/ IHEETNO U2 ' o, ____ _ CALCULATE01Y-------·DAT£ ____ _ CtfiCl(£DIY ---------,---DATE ____ _ ICM.I-·------------- -. I .. . .. . ............ ~ .,_,e;,1/J c, ~tAe; .... 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CA 82028 .1. .,.~ •••• ,..;; .tll ~ 72 8· 5380 v4til •·i:· te • ;..,; .IOI ----------------------- IHHTNQ _ __..,~-------°'------ CM.CULATEOIY-----------E>AT£ ----- CHICKIDIY ----------E>ATE ----- JCM.1------------------- . . . ... . ·--------···--····. --· ------.... ··-··--·· ... -··-· .. -·-···· . ,, I/_ - -----·-A t;J /T/I --~.~-.·~~·-=:-~:~.~~,··i1«&1 l@G/d:.«N.:: a~--------, .. i;GJ :· -{'.-~-=--~ . 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ASSOCIATED WITH MICHAEL IL A0EIIN&0N DESIGN and CONSTRUCTION GEN. CONTRACTOR LIC. 34$440 P. O. Box 119 FALLBAOOK. CA 82028 .;.-........ ...;;.~~ 728·5380b ·:C-~i:-.,~ ... "°'---------------- ~ETNO-----~---------°'------ CAI.CULATEOIY-------· CATE CHlc,(iDIY ---------CATE ____ _ ICM.I--------------- . ..~.. . . -. .. ... . -·--·---·. -· : ·--·-···----·-.. ::....... ... . . .. .... . .. . . ..... . . . ..... _____ .. ~H~ ..... PF ___ t,,~ ~ r,~iiAJ..s,.. ____ _p~. Fi A-c /;Uf}_f.T.s_ __ ~-----____ _ ' . ----·--···---~-------------···· ------.. ··--·· CPITJCAl-I~ Gr?LP ... £4.J?. .. --::,4,_ /..bA-.P1>JC: .PL.::-!~ t,+r ____ _ 1,,/..,-=:'2.b P~. -··-.... ,,...... . ... --.... -· ···-~-·-.. ·--·---·-. ·-. . , ...... -··-···--·---···-··-·····-. ·····-· .. ,--.. -· ... ·-···· .... '--··-·-··· .. . .. . -........ f?. ... ~ -?2. ('2.4)(!:>q)_ f:}4,7-0 . _______ _ _Z-L.?:._.z.tl-_;,s.-5.o__~.L.~.-----· ... _ ..... -...... :-. ~"l /::)H) />,i -~ i . . 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ASSOCIATED WITH MICHAEL Ii. AOBIN&ON DESIGN and CONSTRUCTION GEN. CONTRACTOR LtC. 34~440 P. 0. Box 118 FALLBROOK. CA 92028 ~·. -~ .... ~:. ..... 728 .. 5380 b ··& .. ;j;',., -; .. 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CONTRACTOR LIC, ~~440 P. O. Box 119 f ALL BROOK. CA 92028 ., ;,.;., ..... ~ 728·5380.., "•ttir •µ·Ill,·:~ JOe lttf;ET-NO.--~&:-=============--~----------------------_- CA&.CULATEO IY--~_.gq:........,_·....,._ ---·OATE ____ _ c:Hl~OIY -------PATE ---------- ICALI--------------- .. ........ ·--·-------·· ........ --.-·-··-· ............. -.,~ ·-··--"···-··-··-··--· ....... _ ·-· -. -CA-"!.t;>e_y -; .. . .. . .. ~ ..... ------,.-----. ·-----·-······ ·------- ____ £ ______ oL/.PLlf/ 6. .. : .. -. .. . . . . ·-·--------------------, _________ ___,-~ __ :£, .@P.4f.~1":.$: .. _; d esF ......... -· ·--·----. .. ·-.. ~"?T (,, ;.~;5, :::-z ~' ... .. .. ... . .. . .. -----...... ,_ .. .... .. .. ... . . ... . .•.. . ---. ..... .. ... -·. .Pt...:. . . v .. L"'-2f_· -----·-·--------------·--· ___ ,, _____ .. _____________ _ ................. _........ .......... . ~-z.o =-=-~r_SJ=C:.---_...,_._ ____________ _ -------· ------------- .. ~; ? .... 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'?TP.:/-:!~~--~4-.!/. __________ _ ... ~ . -.......... ··-·---.. -.... .. _ ... ..fA!T.6{4f.( .. ~~---2C? /7~. ,r-y.7tta,,~ _&_,hlE: _____ p~----------.. . . . . . ___ ·--___________ e_~ __ ?,,0 l~ . _ fl =-I/__~-_ .. __ ~---~--,...-~ '!:P Jr .. -· . . .-:.-.. :::. -~-~--~-·:---_~:fi;,--~ -~ ..... -.... • r -. -·.-· .. ~ .. ': : .. , , .. . -., ··--. -.. . ! . . .. . -~08EAT0 DOMINGO . CIVIL ENGINEER. ASSOCIATED WITH . MICHAEL ii. AOEIIN&ON DESIGN and CONSTRUCTION (~EN. CONTRACTOR LIC. 345440 ·P. O. Box 118 FALL BROOK. CA i2028 ., : -~·-· .. ,..:...ttL. 728-5380 b ·ti .. ;µ·,.,::;,_ -. ~A.?-@ ut-.A!t; . -, __ ·-· . I ..... --··-· -·-· --· .. -·-·· . . .10a M-&/.kE-$ ~R-l~T lf'A/2frv &. 11r;¢: · 1HUT~ {j,J o, Ill . CALCU&.AT£01Y------DATE ____ _ CHECl(fDIY -------DATE --,----- ICAL.f _____________ _ , . ' ... ~. ·--· ·. ,.,, ..... ,. ., ____ .................... ,. ..... ··-·-.. -·.. :. ··-....... ···-- ·---------··----' . . ~~~t'.'!r:--&t. 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Ct:. .. ?-§) _________ -----.. ----------. -~---·---.. ·--··-·--· .4;c. ~ <· ~f.~f..ti2 c~-~.{ ~---~??_J.. . .::: . .i.7.~.?-1 ........ . . --~- . -1~ · «~2-?) ..... ·---.... -·-·· ,._, ___ . --·--· ··-. ·-···· ·-·-·· .. .. . _--···:-· -·---···«~~~xi~. P#t: .ti:··~~- ... ! . ! ' ! . ' f I ... .~ . -.. ,iROSERTO DOMINGO CIVIL ENGINEER- -ASSOCIATED WITH MICHAEL IL A0SIN&ON DESIGN and CONSTRUCTION GEN. CONTRACTOR LIC. 345440 P. O. Box 118 FALLBROOK. CA 92028 .r ;,,,;. .••. ~:...tlL. 7 2 8·5380 1>$0• ·~Ir es·;..,; .,oa -------------------.-nNO~&-Q _______ o, -· ·CAl,CUi.AT£0 •Y--,.-----,..--DATE ____ _ CH£CUOIY -------DAT£ ----- ·ICA&.f __________________ __ .... ____ .. ---.......... · ··--·-··· .... ·--..... ·-··-..... ,._,_ ,,_ .. __ ...... -··· ............ - .. ·----·--·-----------·------··---··-··· --- . ----··· $6IS0?1& ~ . ~--·-····--·· -. . .. _ .--v~ .. 1e~ ·-··---·--·· -.~---....... ------.------..;.__ ____________ _ . . . .... ·-·-····· ····-::····:··· .. ···-···-·-·:···· -·-:_.:... -··· ... : ..... . ·, ..... -· ... :-.... -.-.. . -... -... -... ·--~--~--------·····-····-··-·---~--------------·--·-----·· . ... ---........ ------------,.------- -·· .... -.. .. ·-····· . ·--... ·--·-. ·-' ..... , . . -· --·--·------------- .. -"··--·----········-··-· -... -·"'"······ ···-----------------------·--- ... ···-··---------··--..... ·-----·-.. ··-· ...... . , ___ .. ,, .. ··-.... -•• .... -.. •• ··---------------N···---·------·-·--·-----·---· •• ----·-·-···· ....... -···-·····-----·----..... . . ... ···--··-· ·---·····--·. ··-·-·· -·-·. ···-·····-· t.--..... ... . .. -·--.... --... ·-------·-----·· .. -~·--. -·--·· ··-··--·· ------·-----. . ..... . ..... ···--------------------- --·----.. ·····--·-·-------~ ... -....... --·--···--·-·---------··--------·-·--··-.......... ···-. . . . . .. . . ~· ··--.. ·-··-------·-·--·----·-------· ....••..•.• ·-··---···--·. . ·1:-·····-····4l '··-·· ""1"1-.. ---~· -I · fl · ·· · J.r,' · i ' J . /-$ . --·--···-· -.. ··--·--·----.... ~. _____ .., ___ ~ · ··6 ,.. . z., z11; ____ /;,J :;. ,-(/ ... ---y.s ;{/2.~i~J:. ;c 16?(2 r io~i) ii (i>Jt>~ .,. sl#if i~.-Cr,(,«~,1ci~ _ : . . .. ·--·-· .. ··t1-· ... .. -·--·-··----·· .. ··----· ---. ----.. ----·---.... -· .. ~ I~ 3M. ...... _ .... . ... ---·-·-·---·---·--------··-··. -· .... ··-·--.- ·-_ ----· ~ ... _ . .. ··-----·· ..... _ =-. .. . . . . . _ Va,.14 'JJ---~f 0~{~=.15(;~ . . ...... .... .... 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'.> ......... ····· :-~=:~=t::-::~.~c~2c-11 ;_9~>·~-;;·;~17. ... . .. -... . ···--· _ ·-..... .... 4--0 . --·--..... t. ...... .... . . -· ... . .. . . . . . ... .... . .. ..... . '7 ,,, o/, ( If'(} ,,JC ;J(r') -• 0 ~ ;t:. · · ~ 1" <I e 7.ff ~'i-c -----····-..... _ ..... • t . ' . ! r I 1·. I. I I. I I I I 1·· I I I I I C8 SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY April 2l, 1982 Carlsbad Research Center c/o The Koll Company 7330 Engineer Road Job No: 8D1144-10 Log No: SD2-2439 San Diego, California 9 2ill .Attention: SUBJECT: Mr. Michael Dunigan AS-GRADED GEOTECENICAL REPORT Rough Grading Compl-eted Carlsbad Research Center, Phase I Carlsbad Tract No. 81-10 Carlsbad, California References: 1. 11 P1Le£.imi.na.'1.y Soil an.d Geologic. In.ve1.>:tiga:tion, Call.ii.> bad Re.6 eall.c.h C en.te.'1., Call.l-0 bad, Cal-ln OIT..- n.-la., 11 p!tepa.il.ed by Woo dwa.1td-C£.yde Co n.1.iu.l:ta n.:t1.>, dated Apll.Lf. 2. 7, 1 9 81; Gentlemen: 2. 11 Additiona.£. Stu.d-le1.i, Ca1tl1.>bad Re1.iea1tc.h Cen:te.Jt, P:ha.1.>e.. I, Ca.'1.£.1.i·bad, Cal-luoJtn.i.a., II plT..epa.ll..ed by Woodwall..d-Clyde Con1.>u.ltan.:t1.>, da.ted Au.gu.1.>:t 17, 1981; 3. 11 Addendum to Add-lt-lo n.al S:tu.d-le.1.>, Ca.11.£.1.> bad · R e.1.i ea1tc. h. C en.:ten, P h.a.1.> e I , Ca.ll.l-0 ba. d, Ca.l-l 6 o ll.. - n.-la,11 pll.epane.d by Woodwa1td-Ctyde Con.1.>ul:ta.nt1.>, da.:ted Septembell.. 3, 1i81. Submitted herewith is the report of observations and testing performed during the preparation of existing ground and the placement and compaction of fill for Carlsbad Research Center, Phase I, Carlsbad, California. Grading under the purview of thi-s report was per£ormed by Templeton Grading, between about October 1981 and April 1982. Field density tests are shown SUBSIDIARY OF IRVINECONSULTING GROUP, INC. 6455 NANCY RIDGE DRIVE• SUIT!;: 200 • SAN DIEGO, CA 92121 • {619) 587-0250 I I I I I I I I I I I I I I I I I I I Carlsbacl Research Center April 21, 1982 Job No: SD1144-10 Log No: SD2-2439 Page Two on the attached Ai;:;-Graded Geotechnical Maps, Plates 1 through 1,i. Test results are tabulated on Table I, Results of Compac- tion Tests. Grading was performed to: 1) rough grade commercial building pads; 2) rough grade streets and 3) provide site drainage. PREPARATION OF NATURAL ~ROllNV In areas to reeeive fill brush, vegetation, mi~cellaneous debris and other deleterious materials were removed. Topsoil and alluvium were removed down to firm natural material or bedr;-ock. Prior to placi:ng fill, the exposed soils were scari- fied to a depth of about 6 to 8-inches, brought to near opti- mum moisture conditions and compacted. The natural ground is considered suitable for the support of the fill placed at the site. SOIL TYPES The fill materials used at the site consist of native soils and imported "decomposed granite". The list of soils used as fill are included in Table II, Laboratory Test Results. FI LL PLACEMENT Fill soils were placed in about 6 to 8-inch lifts, brought to near optimum moisture content and compacted. The equipment used for compaction consisted of a self-propelled, steel- wheeled compactor; sheepsfoot rollers and other heavy earth- moving equipment. I I I I I I I I I I I I I I I I I I I Carlsbad Research Center April 21, 1982 Job No: SD1144-10 Log No: SD2-2439 Page Three Grading operations were started and completed to rough grade dur,ing the period covered by this report (October 1981 through April 1982'). VENSITY TESTS D~nsity tests were made in accordance with ASTM: D 1556-64 . (Sand-Cone Method) and ASTM: ,D 2937-71 (Drive-Cylinder Method). Results of the density tests are attached in Table I, -Results of Compaction Tests and results of the maximum density and optimum moisture determinations are tabulated in Table II, Laboratory Test Results. Ninety percent of the laboratory maximum density as determined·in accordance with ASTM Method of Test D 1557-78 (Five-Layer Method) was adopted as the low- est acceptable test result. FILL SLOPES Fill slopes were limited to a maximum slope ratio of 2:1 (horizontal:vertical)·nominal. All 2:1 fill slopes over 10 feet (vertical) in height were constructed with granular materials in accordance with the referenced "Preliminary Soil and Geologic Investigation ... ". The granular material consisted of imported "decomposed granite" and was utilized in the outer 10 feet (horizontal) of the slopes. Fill slopes with a slope ratio of flatter than 2:1 (horizontal:vertical) or less than 10 fe~t (vertical) in height were constructed utilizing native, on-site materials; Care should be taken such that on-site fine grading does not reduce the width of the granular fill slopes. If retaining walls or other encroachments are planned in the future, plans for these modifications should be forwarded to the Geotechnical Consultant for review. I I I I I I I I I I I I I I I I I I I Carlsbad Research Center April 21, 1982 CUT SLOPES Job No: SD1144-10 Log No: SD2-2439 Page Four Cut slopes were limited to a slope ratio of 2:1 (horizontal: vertical) nominal. Cut slopes were constructed in Point Lorna Formation and Santiago Formation. NATURAL SLOPES Natural slopes are pr.esent in two canyons that are adjacent to the northern site boundary. The natural slopes are considered to possess gross stability in excess of generally accepted minimum engineering criteria. GEOLOGIC SE.TTI NG The geology of the site is generally as described in the referenced "Preliminary Soil and Geologic Investigation ... ". The site is underlain by the Eocene Age Santiago Formation and the Cretaceous Age Point Lorna Formation. The Santiago Formation underlies in the southern-most portion of the site, with the Point Lorna Formation underlying the remainder of the project. Minor amounts of alluvium were completely removed prior to the placement of the fill. The as-graded geologic conditions are shown on the attached As-Graded Geotechnical Maps, Plates 1 through 11. GEOLOGIC OBSE~VATIONS VURING GRAVING During grading operations periodic observations were made by the Soils Engineer and Engineering Geologist. Areas of specific review included: fill keys, cut slopes, alluvial removals and removal of existing fill materials. Data collected during grading is presented on the attached As-Graded Geotechnical Maps. I I I I I I I I I I I I I I 1· I I '.I I Carlsbad Research Center AprL!. 21, 1982 FAUL TING Job No: Log No: ·page Five SD1144-10 SD2-2439 No evidence of active or inactive faulting was encountered in the course of in-grading geologic observations. ROCK VISPOSAL Oversized u~terial generated duririg grading was placed ~n fill areas along the north property boundary near Lot No.'s 1 and 2. The rock was placed in windrows, and backfilled with relatively clean materials, generally decomposed granite. The rock was placed no less than te.n feet bel.ow the finish pad and surfaces. The area of oversize material disposal is indicated on the attaced As-Graded Geotechnical Maps, Plates 1 -11. I I I I I I I I I I I I I I I I I I I Carlsbad Research Center April 21, 1982 CONCLUSIONS ANV RECOMMENVATIONS A. General Job No: Log No: Page Six SD1144-10 SD2-2439 Based on the results of the observations and testing· as noted herein, it is this firm's opinion that the grading and compaction was performed in accordance with our recommendations and the requirements of the City of Carlsbad. Cut and fill slopes, as built, are considered to possess stability in excess of general accepted standards. In order to enhance the potential for future favorable performance of slopes, these areas should be landscaped at the completion of grading. Plants should consist of deep rooted varieties requiring little watering. A land- scape architect would be the best party to consult regarding actual types of plants and planting configuration. To retard the tendency of weathering near the slope face, irrigation should be planned to achieve uniform moisture conditions well below the saturation level. If automatic timing devices are utilized in conjunction with irrigation systems, provisions should be made for interrupting normal watering during and following periods of rainfall. Property owners and/or maintenance personnel should be made aware that improper slope maintenance, altering site drainage, over- watering, and burrowing animals can be detrimental to slope stability. When installing landscape irrigation systems, it is recommended that piping be anchored to the slope face instead of excavating trenches in slope faces. I I I I I I I I I I I I I I I I I I I Carlsbad Research Center April 21, 1982 B. Foundation and Slab Recommendations Job No: SD1144-10 Log No: SD2-2439 Page Seven Specific foundation and slab recommendations should be made when the locations and design of proposed structures are known, and any fine-grading is completed. Recommendations should be provided by the Geotechnical cor,.sultant subsequent . d to investigations and evaluati,~12..e~ific to the site -rq Dl!ll::illll;lj; p ...,.., ....... conditions and proposed developments. Such investigations will likely include subsurface exploration. C. Asphaltic Concrete Pavement Asphaltic concrete pavement design is currently being performed by San Diego Soils Engineering Inc., in accordance with the requirements of the City of Carlsbad. A pavement recommendation letter will follow. D. Trench Backfill Trench backfill should be compacted to a minimum of 90 per- cent of the laboratory maximum density. The compaction should be performed by mechanical means unless otherwis~ recommended. Jetting may be utilized with granular back- fill materials {sand equivalent greater than 30) in trenches less than 4 feet deep and 2 feet wide. Following jetting operations, the trenches should be mechanically compacted from the surface. Jetting and granular backfill are not recommended for trenches in slope areas~ Add-ition- ally, jetting is not recommended in t~enches extending under or adjacent to foundations, within a 1:1 projection from the outer edge of foundations. I I I I I I I I I I I I I I I I I I I Carlsbad Research Center April 21, 1982 Job No: SD1144-10 Log No: SD2-2439 Page Eight E. Summary The conclusions and recommendations herein have been based on the observations and testing as noted as well as our experience. No other warranty, express or implied, is made. This opportunity to be of service is sincerely appreciated. If you should have any questions, please call this office. Engineer GWA/SWJ/jm Enclosures: As-Graded Geotechnical Maps, Plates 1 through 11 Tables I and II I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: lli'.'.13i'.'.8.1 DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (") (PCF) (IJ>) 1 10/7/81 308 16.3 113.3 97 2 Lot #5 2 II 309 15.3 111.8 96 2 II 3 10/8/81 310 14.9 113.l 94 4 II 4 II 310 15.3 113.4 94 4 II 5 II 311 15.9 113.5 94 4 II 6 II 313 16. 3 113.7 94 4 Lot #4 7 II 312 13.6 114.2 94 4 Lot #5 8 II 314 14.6 113.8 94 4 Lot #4 . 9 II 314 17.9 114.1 94 4 II 10 II 313 15.6 110.8 92 4 II 11 II 313 15.6 110.3 91 4 Lot #5 12 II 312 17.9 113.7 94 4 II 13 II 310 14.3 111.0 95 2 II 14 II 312 13.9 110.4 94 2 II 15 II 314 13.9 110.7 95 2 Lot #4 16 II 313 13.9 110.2 94 2 II 17 10/9/81 309 15.6 111.8 96 2 Lot #5 18 II 309 15.6 . 111. 0 95 2 II 19 II 311 16.3 112.5 96 2 II 20 II 313 15.3 110.8 93 5 Lot #4 21* II 314 14.9 110.4 93 5 II 22* II 315 15.9 112.4 95 5 II 23* II 313 15.3 110.6 93 5 II 24 * II 314 16.6 110.7 93 5 II 25 10/12/81 310 16.6 111.7 92 4 Lot #5 26 II 311 16.6 113.9 94 4 II 27 II 309 15.3 112.l 93 4 II 28 II 305 15.3 112.7 93 4 · tot #11 29 II 302 16.3 113.5 94 ·4 II 30 II 295 15.6 112.8 93 4 II SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *·SAND-CONE TEST, ALL OTHERS DfUVE-CYLINDER **TEST FAILED, SEE RETEST SAN D1EGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I -. - TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11L13lBl DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY .COMPACTION TYPE LO:CATION (!>) (PCF) (CJ,) 31 10/12/81 298 16.3 113:5 94 4 Lot #6 32 II 296 14.9 112.0 93 4 Lot #1.l 33 II 294 16. 3 115.8 96 4 II 34 II 292 16.3 112.6 93 4 II 35 II 296 16.9 114.0 94 4 Lot #6 36 II 297 15.3 111.8 96 2 II 37 10/13/81 307 15.3 112.2 9·6 2 Lot #5 38 II 305 15.9 112.5 93 4 II 39 II 312 15.6 114.4 95 4 Lot #4 40 II 314 15.6 112.1 93 4 II 41 II 304 15.3 111.1 95 2 · Lot #5 42 II 303 11.1 104.9 88** 5 II 43 II 303 11.1 104.0 87** 5 Lot #11 44 II 303 12.7 108.9 92 5 Retest #42 45 II 303 12.7 10 8. 7 9l 5 Retest #43 46 II 294 14. 3 111. 3 92 4 . Lot #11 47 II 298 14.3 112.6 93 4 II 48 II 304 12.4 113.8 94 4 II 49 10/14/81 318 15.6 114.4 95 4 Lot #4 50 II 316 14.9 112.0 93 4 II 51 II 314 14.3 111.0 92 4 II 52 II 312 14.9 109.2 93 2 Lot #5 53 II 303 14.9 101.1 94 2 Lot #11 54 II 300 17.6 111.l 95 2 II 55 II 298 15.6 111. 0 95 2 Lot #6 56 II 302 16.3 111.1 95. 2 II 57 * 10/15/81 298 19.9 104.7 93 3 Lot #11 58 * II 294 19.9 105.3 93 3 II 59 II 300 19.9 106.7 94 3 II 60 II 302 19.6 104.5 93 3 II SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I .. TABLE I RESULTS OF COMPACTfON TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center . DATE: 11/13/81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL. TEST NO. DATE CONTENT · DENSITY COMPACTION TYPE LOCATION ('lfi) (PCF) (9',) 61* 10/15/81 304 14.3 102.0 90 3 Lot #6 62* II 306 15. 3 107.6 92 2 Lot #5 63 II 300 14.9 109.1 93 2 Lot #11 64 II 301 15.9 110.5 94 2 II 65* 10/16/81 282 14.9 107.5 92 2 Lot #10 66* II 285 13.0 99.6 85** 2 II 67 II 285 15.3 109.7 94 2 Retest #66 68 II 288 13.3 108.0 92 2 Lot #10. . 69 II 291 15.3 109.7 94 2 Lot #11 70 II 194 14.9 109.2 93 2 II 71 II 293 15.6 110.5 94 .2 II 72 II 297 15.6 108.9 93 2 II 73 II 294 14.3 106.9 91 2 II 74 II 296 15.6 109.4 94 2 II 75 II 298 14.3 108. 0 92 . 2 II 76 II 295 15.6 109.0 93 2 II 77 II 290 14.6 107.3 92 2 · Lot #10 78 10/19/81 292 14.6 107.1 92 2 II 79 II 294 15.3 107.4 92 2 Lot #11 80 II 293 15.3 10 8. 8 93 2 II 81 II 282 16.3 111.6 92 4 Lot #10 82* II 282 15.3 10 8. 4 90 4 II 83 II 282 15.8 110.5 91 4 II 84 * II 283 15.6 109.9 92 5 II 85 II 284 16.3 110.7 93 5 II , 86 II 290 16.9 111.3 94 5 II 87 II 293 14.9 110.l 93 5 II 88 II 295 15.3 110.2 93 5 Lot #11 89* 10/20/81 294 14.3 105.3 90 2 II 90 II 294 15.6 108.2 92 2 II SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SAND-CONE TEST, ALL OTHER.S DRIVE-CYLINDER **TEST FAILED, SE£ RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I ·1 I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11/13/81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL T·EST NO. DATE CONTENT DENSITY COMPACTION TYPE· LOCATION (1ft) {PCF) . {CJri) 91 10/20/81 293 15.3 109.3 93 2 Lot #11 92 II 287 16.9 111.3 94 5 Lot #10 93 II 286 15.6 109.4 92 5 II 94 II 282 15.6 109.3 92 5 II 95 II 285 16.3 109.3 92 5 II 96 II 282 17.9 112.5 95 5 II 97 10/21/81 273 17.6 111.2 92 4 Lot #9 98 II 275 15.3 111.6 92 4 Ii 99 II 276 15.3 112.4 93 4 II 100 II 277 17.9 111. 3 92 4 II 101 II 279 13.0 108.1 89*1'!" 4 Lot #10 102 II 279 13.9 111.4 92 4 Retest #101 103 II 278 17.9 111.6 92 .4 Lot #10 104 II 276 15.6 112.3 93 4 Lot #9 105 * II 275 21.6 90.0 77** ·2 II 106 II 275 20.3 94.5 81** 2 II 107 II 275 19.0 100.6 86** 2 II 108 II 275 15.6 113.5 97 2 Retest #105 109 II 276 15.6 115.6 96 4 Retest #106 110 10/22/81 274 21. 2 98.5 94 6 Retest #107 111 II 274 20.8 98.7 94 6 Lot #9 112 II 281 22.2 99.0 94 6 Lot #10 113* II 268 15.3 110.8 95 2 Lot #9 114 II 268 16.9 112.9 97 2 II 115 II 270 14.9 111.1 95 2 II 116 II 272 15.6 112.5 96 2 II 117 II 270 17.6 113.9 96 5 II 118 II 271 20.2 101.8 97 6 II 119 II 280 15.3 111.1 95 2 II 120 II 284 14.3 110.8 95 2 Lot #10 SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SANO-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, INC. I I I I. I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11L13L81 DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION ('I) (PCF) {'I) ., 121 10/22/81 281 22.0 99.7 95 6 Rutherford Road 122 II 273 22.0 100.7 96 6 · Lot #9 123 II 274 20.8 .98 .1 93 6 II 124 II 273 20.8 9 7. 4 93 6 II 125 II 278 22.2 100.0 95 6 II 126 10/23/81 275 22.2 9 7 .5 93 6 II 127 II 279 23.2 101.5 97 6 II 128 II 283 21.8 100.5 96 6 Lot #10 . 129 II 283 15.9 111.6 95 2 II 130 II 284 14.6 111.4 95 2 Rutherford Road 131 II 282 20.0 104.6 93 7 II 132 II 274 20.0 102.7 96 7 ·11 133 II 275 21.2 102.1 95 7 II 134 II 276 21. 2 102.6 96 7 II 135 II 277 20.8 105.0 98 7 " 136 " 278 20.8 102.8 96 7 II 137 * 10/26/81 275 22.2 .101. 9 95 7 II 138 * II 276 23.4 95 ·• 8 91 6 II 139 " 276 24.2 98.4 94 6 II 140 II 276 23.4 91.9 88**" 6 II 141 II 276 24.2 100.0 95 6 Retest #140 142 II 278 22.8 98.9 94 6 Rutherford Road 143 II 280 20.8 99.8 95 6 " 144 " 280 20.2 99.4 95 6 " 145 * II 279 15.0 102.8 91 3 Lot #9 146 II 280 15.5 107.5 90 5 " 147 10/27/81 281 16. 8 107.8 90 5 II 148 " 283 16.8 108.5 91 5 II 149 * II 292 10.5 117.3 90 · 1 " 150 II 292 19.0 96.6 90 7 " SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-1.0 NAME: Carlsbad Research Center DATE: 11L'.13L'.81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENS.ITV . COMPACTION TYPE LOCATION (CJ{») (PCF) (%) 151 10/27/81 293 19.9 99.2 93 7 Lot #9 152 II 293 14.0 118.8 91 1 'II 153 * II 287 19.6 94.5 90 6 Lot #10 154 * II 289 22.2 94.8 90 6 II 155 * II 288 22.2 95.4 91 6 II 156 II 290 23.4 94.7 90 6 II 157 II 292 15.6 105.0 93 3 II 158 II 294 15.6 102.5 91 3 Lot #11 159 II 296 15.9 105.7 94 3 II 160 II 296 14.9 104.2 92 3 II 161 II 285 17.4 104.4 92 3 L,ot #9 162 II 284 17.4 105.1 93 3 II 163 II 283 17.8 lQS.3 93 ·3 II 164 II 285 17.8 106.3 94 3 II 165 II 286 17.0 10 8. 3 93 2 II 166 II 287 16.5 107.5 92 2 II 167 10/28/81 295 17.4 108.6 91 5 Lot #11 168 * II 295 17.4 112.0 94 5 II 169 II 295 16.9 108.7 9·6 3 II 170 * II 925 16.9 103. 2 91 3 II 171 II 294 15.9 108.6 91 5 Lot #10' 172 II 294 15.9 109.5 92 5 II 173 II 924 12.7 113.3 94 4 II 174 II 294 12.7 113,8 94 4 II 175 10/29/81 196 14.8 104.4 92 3 Lot #11 176 * II 296 14.8 104.9 93 3 II V 177 II 294 12.0 108.6 90 4 II 178 II 294 12.0 111.3 92 4 II 179 II 295 12.5 109.0 90 4 II 180 II 295 12.5· 109.3 90 4 II SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in fe.et. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, INC. I I I I I I I I I I I I I I I I I I I .. TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DAT.E: 11L'.'.13L'.'.81 DEPTH l MOISTURE UNIT DRY ·RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE I,..OCATION (CJfi) (PCF) (%) 181 10/29/81 298 15.2 104.2 92 3 Lot #11 182 II 298 15.2 104.8 93 3 II 183 10/30/81 292 16.5 ·10 7. 9 92 2 Lot ·#10 184 II 292 16.5 109.4 92 5 II 185 II 295 14.7 111.2 93 5 Lot #11 186 II 295 14.7 112.4 94 5 II 187 II 296 13.9 111.9 94 5 ,, 188 II 296 12.5 115.3 95 4 II . 189 11/2/81 280 19.3 99.3 95 6 Lot #9 190 II 281 21.2 100.5 96 6 II 191 II 281 20.2 99.5 95 6 II 192 II 283 18.9 98.2 93 6 II 193 10/28/81 288 16.9 110.3 94 2 .11 194 II 288 16.9 109.2 93 2 Lot #1.0 195 II 290 17.3 109.2 93 2 II 196 II 290 17.3 109.7 94 2 II 197 II 292 16.6 110.2 94 2 II 198 II 290 16.6 111.l 95 2 II 199 II 288 15.3 111.1 95 2 Lot :#9 200 II 291 15.3 110.6 95 2 Lot #10 201 II 292 14.3 108.7 91 5 II 202 10/29/81 293 14.3 109.2 92 5 II 203 II 294 20.2 100.2 94 7 11· II ·"" II 204 295 20.0 101.0 94 7 205 II 295 19.8 99.6 93 7 Lot #11 206 II 296 19.8 101.8 95 7 II 207 II 298 20.8 101.8 95 7 II 208 II 297 20.8 9 8. l. 92 7 II 209 10/30/81 292 15.6 125.0 91 8 Lot #12 210 II 293 15.6 125.0 9.2 8 II ' SEE PLAN FOR TEST LOCATIONS lE t · t d . s ima e elevation in feet.. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLIND.ER **TEST FAILED, SEE RETEST SAN DIEGO SOILS. ENGINEERING,. INC. 1, I I I I I I I I I I I .I I I I I I I - TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11/13/81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (CJ,) (PCF) (%) 211 10/30/81 294 14.9 125.0 91 8 Lot #12 212 II 295 14.9 125.0 92 8 II 213 II 297 15.9 125. 0 92 8-II 214 II 298 15.9 125.0 91 8 II 215 10/31/81 300 16.6 125.0 92 8 II 216 II 302 16.6 125.0 93 8 II 217 11/2/81 284 15.9 107.5 92 2 Lot #9" 218* II 285 18.9 9 7. 0 92 6 II 219 II 287 17.8 101. 6 90 3 II 220 * II 288 18.9 96.9 92 6 II 221 11/3/81 287 19.5 99.1 92 7 NW corner of 222 II 288 19.5 99.5 92 7 lot #9 223 II 285 20.0 99.6 92 7 II 224 II 285 20.0 99.1 92 7 II 225 * II 285 29. 3 94.7 90 6 Lot #9 226 II 286 18.9 98. 2 91 7 II 227 II 288 i8.9 98.8 92 7 II 228 * II 289 18.5 96.4 90 7 II 229 II 289 16.8 100.0 93 7 II 230 II 290 16.S 100.7 94 7 II 231 11/4/81 299 17.9 107 .1 95 3 Lot #11 232 II 298 17.9 106.4 94 3 II 233 10/31/81 298 21.2 99.0 94 6 Lot #12 234 II 299 21. 2 100.0 95 6 I! 235 11/2/81 300 14.9 108.9 92 5 II 236 II 301 15.9 112.5 95 5 II 237 II 304 15.3 110.6 93 5 II 238 II 302 15.3 109.9 92 5 II 239 II 304 14. 3 114.8 92 8 II 240 II 305 14.3 112.0 96 2 .II SEE PLAN FOR TEST LOCATIONS 1 Estimated elevation in feet. *SAND-CONE TEST, AtL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: ~arl§bad Research ~§nter DATE: llL'.lJL'.81 DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (C.W.) (PCF) (%) 241 11/2/81 303 13.3 114.4 92 8 Lot #12 242 11/3/81 306 13.3 113.2 91 8 II 243 II 305 13.9 116.4 93 8 II 244 " 304 13.9 113.6 91 8 II 245 " 307 15.6 110.6 95 2 ·" 246 " 308 15.6 113.5 91 8 ·n 247 II 309 14.9 110.6 95 2 " 248 " 310 14.9 111.5 95 2 " ' 249 11/4/81 297 14.8 112.7 95 5 Lot #11 250 II 297 14.8 112.0 94 5 II. 251 " 302 14.9 111.3 93 5 II 252 II 301 14.9 111.9 94 5 'II 253 * " 299 17.8 100.4 93 7 II 254 " 299 17.8 100.1 93 7 II 255 * " 296 18.6 97.0 90 7 " 256 " 296 13.0 111.4 92 4 " 257 " 292 14.9 113.3 91 8 Lot #10 258 II 293 14.9 114.7 92 8 II 259 " 292 14. 3 111.9 93 4 II 260 " 293 15.6 111.8 92 4. " 261 II 293 15.6 110.9 92 4 II 262 II 294 14. 3 111.5 92 4 II 263 ll 296 15.9 112.7 96 2 II 264 II 296 15.9 111.0 95 2 ·II 265 II 289 23.4 105.0 91 6 Lot #9 266 " 291 23.4 105.0 92 6 II 267 II 290 20.5 105.0 93 6 Lot #10 268 " 292 20.5 105.0 94 6 " 269 11/5/81 293 22.6 105.0 94 6 II 270 II 295 22.6 105.0 91 6 II . SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. ' *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: ll~~-lO NAME: ca~Jsbad Besea~cb Cente~ DATE: JJLJ3L8J I I - 1 MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE -LOCATION (IJ.) (PCF) (IJ.) 271 11/5/81 296 22.6 105.0 92 6 Lot #11 272 II 297 22.6 105.0 95 6 ii 273 II 289 15.9 111.6 94 5 Lot -#9 274* II 289 14.8 10 7. 9 92 2 II 275 II 290 14.3 112.4 94 5 II 276 II 290 18.1 103.8 92 3 II 277 II 290 15.6 104.7 93 3 Lot #10 278 II 289 15.6 104.4 92 3 II 279 II 289 14.0 110.0 92 5 Lot #9 280 II 289 14. 0 109.3 92 5 II 281 II 290 16.9 104.2 92 3 II 282 II 290 16. 9 104.9 93 3 II 283* II 292 13.6 109.5 92 5 II 284. JI 293 11. 7 113.0 90 8 11 285 11/6/81 292 21. 2 101. 3 94 5 Lot #10 286 II 291 19.5 99.5 92 5 II 287 11/5/81 294 23.4 98.1 93 6 Lot #11 288 II 295 23.4 9 7. 0 92 6 II 289 II 296 21.2 98.6 94 6 II 290 II 291 21.2 97.3 93 6 Lot #10 291 II 292 19.8 96.8 92 6 II 292 II 291 19.8 98.7 94 6 Lot #·9 293 II 292 22.0 9 8. 9 94 6 Lot #1.0 294 11/6/81 291 20.9 101. 0 94 7 Lot #9 295 II 292 20.5 100.0 93 7 II 296 II 290 17.9 105.4 93 3 II 297 " 292 17.9 104.8 93 3 II 298 II 293 17.6 102.8 91 3 Lot #10 299 II 292 17.6 103.9 92 3 II , 300 II 291 12.7 109.3 92 5 II SEE PLAN FOR TEST LOCATIONS 1 Estimated elevation in feet. *SAND-CONE TEST, All OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, INC. I I I I I I I I I I I ·1 I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: carl~bad Research Center DATE: .11/13/81 l MOISTURE UNIT DRY .RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE LOCATION (IJ!t) (PCF) (IJ!t) 301 11/6/81 314 14.9 118.6 91 1 Lot #4 -· 302 II 315 14.9 113. 5 · 95 5 ,, 303 II 313 23. 4 101. l 95 7 Lot #5 304 II 311 23.4 101.5 95 7 II 305 II 313 14.9 115.0 97 5 Lot #12 306 II 313 14.9 113.0 95 1 II 307 fl 314 16.3 109.3 92 1 ,, 308* II 314 15.6 113.5 90 8 II . 309 II 315 20.1 108.3 87** 8 II 310 II 313 15.3 114.0 91 8 Retest #309 311 II 312 15.3 113.3 91 8 Lot #5 312 II. 314 14.3 115.7 93 8 Lot #4 313 11/9/81 314 14.3 112.6 90 8 fl 314 II 313 15.9 112. 2 90 8 Lot #5 315 II 291 13.1 119.0 93 5 Lot #10 316 II 291 13.l 119.0 93 5 II 317* II 291 16.1 117.0 92 2 II 318 II 291 15.6 117.0 91 2 fl 319* II 294 19. 3 105.0 90 9 II 320 II 293 20.0 10 7. 5 · 90 7 II 321 II 293 20.0 107.5 90 7 II 322 II 311 14.3 112.2 93 4 Lot #12 323 II 312 14.3 113.4 94 4 II 324 II 310 15.6 114.7 92 8 II 325 II 31_3 20. 8 101. 0 ·94 7 Lot #4 326 II 313 20.8 100.1 95 7 . II 327 II 312 14.3 105.6 90 2 Lot #5 328 II 313 15.9 108.1 92 2 II 329 II 290 19. 8 97.2 90 7 Lot #9 330 II 291 19.8 9 7. 9 91 7 fl SEE PLAN FOR TEST LOCATIONS T . d Estimate elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST I SAN DIEGQ SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11/13/81 1 MOISTURE UNIT DRY RELATIVE SOIL, TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE· LOCATION (IJli) (PCF) (%) 331 11/9/81 292 19.3 99.5 92 7 Lot #9 332 II 294 19. 3 98.8 92 7 II 333* II 295 18.9 9 7. 6 91 7 II 334 II 294 18.9 99.1 92 7 Lot #10 335 II 293 18.9 101.1 91 10 II 336 11/10/81 296 21.1 98.3 91 7 II. 337 II 296 19. 3 103.6 96 7 II 338 II 295 18.9 103.1 96 7 II 339 II 294 18.9 103.6 96 7 II 340 II 295 13.5 104.0 92 3 Lot #9 341 II 294 14.8 108.0 91 5 II 342 II 293 14.8 108.6 91-5 II 343 II 300 20.5 101.6 95 ·7 Lot #11 344 II 298 20.5 102.0 95 7 II 345 II 297 22.0 98.8 -9 2 7 II 346 II 297' 22.0 99.8 · 93 7 . Lot #10 347 II 295 19. 4 99.0 93 7 II 348 II 294 19.4 99.7 93 7 II 349 II 292 21.2 101. 3 95 7 II 350 11/12/81 314 21.9 103.2 93 10 Lot #4 351 II 312 21.9 103.9 94 . 10 Lot #12 352 II 313 20.5 104.2 94 . 10 Lot #5 353 II 313 20.5 106.8 96 · 10 Lot #12 354 II 313 19.4 101. 8 92 10 Lot #4 355 II 313 19. 4 103.0 93 10 Lot #12 356 II 314 19.8 102.0 92 10 Lot #5 357* II 314 21.2 99.2 94 9 Lot #4 358* II 313 21.2 97. 9 93 9 II 359 II 313 22.0 9 7. 9 93 9 Lot #12 360 II 313 22.0 99.5 95 9 II SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SAND-CONE TEST, ALL OTHER-S DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, 'INC. I I I I I I I I ·1 ·I I I I I I I I I I ~ TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11L'.13L'.81 1 MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE LOCATION (") (PCF) (%) 361 11/12/81 313 22.0 98.4 94 9 Lot #5 362 II 314 22.0 100.8 96 9 II 363 II 314 20·. 5 99.8 95 9 Lot #12 364* 11/13/81 316 21. 2 103.8 92 3 II 365 " 315 21.2 107.4 95 3 II 366 II 314 18.3 102.3 97 9 II 367 II 314 18.3 101. 5 97 9 Lot #5 368 II 315 19.0 100.3 96 9 II . 369 II 314 19.0 103.7 97 7 II 370 II 315 14.9 112.4 93 4 Lot #4 371 II 316 19.0 98.9 94 9 II 372 II 316 19.0 100.3 96 9 II 373 II 317 21.2 99.6 95 9 II 374 II 315 14.3 110.8 92-4 Lot #12 375 II 315 14.3 111.7 92 4 II 376 II 312 22.0 102.3 97 9 II 377* II 313 22.0 100.l 95 9 Lot #5 378 II 313 23.4 102.0 95 7 Lot #12 379 II 315 21.2 9 7. 6 91 7 II 380 II 317 21.2 99.0 93 7 II 381 II 314 23.4 100.9 94 7 Lot #5 382 II 313 23.4 101. 5 95 7 II 383 II 316 22.0 99.5 93 7 Lot #4 384 II 315 22.0 98.8 92 7 II 385 11/16/81 316 20.5 104. 3 94 10 II 386 II 316 20.5 10 3. 9 94 10 II 387 II 315 17.6 109.1 93 2 Lot #12 388 II 314 17.6 l.08.2 93 2 II 389 II 316 22.0 98.1 92 7 II 390 II 317 22.0 ·9 7. 6 91 7 Lot #4 .. SEE PLAN FOR TEST LOCATIONS lEstimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYllNDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I 'I I I I I I I, I ·I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11Ll3L81 .. -- DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (1ft) (PCF) (1ft) 391 11/16/81 316 21.2 99.4 93 7 Lot #4 392 II 310 22.0 9 8. 9 92 7 Lot #12 393 II 312 22.0 100.7 94 7 II 394* II 316 22.0 101.1 95 7 fl 395* II · 315 22.0 100.7 94 7 ti 396* II 312 19.0 105.1 95 10 Lot #5 ,; 397 II 315 21.2 98.9 92 7 fl 398 II 317 21.2 100.2 94 7 Lot #4 399 11/17/81 314 24.2 94.4 90 9 · Lot #5 400 II 313 22 .• 7 98.4 94 9 fl 401 II 314 23.5 96.7 92 9 ti 402 II 315 19. 0 94.5 90 9 fl 403 II 314 19.0 92. 8 91 r1 " 404 ti 316 22.7 99. 6. 95 9 Lot #6 405 II 316 22.7 100.6 96 9 ti 406 II 317 19.0 98.8 94 9 Lot #12 407 II 315 19.0 97.6 93 9 ti 408 II 313 19.0 100.9 91 10 fl 409 II 315 19.0 102.0 92 10 II 410 II 317 22.0 100.0 90 10 fl .411 II 314 22.0 9 7. 6 93 9 Lot #5 412 II 316 21.2 97.7 93 9 ti 413 II 314 19.0 97.7 93 6 Lot #12 414 ti 315 22.0 101. 4 97 6 II 415 II 316 20.5 104.0 94 10 ti 416 ti 314 21.2 100.2 90 10 II 417 ti 315 19.7 95.0 93 11 II 418 II 314 19.0 97.5 96 11 II 419* 11/18/81 318 23.0 98.5 94 6 fl 420 11/17/81 316 21. 2 101. 5 95 7 Lot #4 SEE PLAN FOR TEST LOCATIONS .lEstimated el.evation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST .SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I· I I I I· TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: llil3i81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (CJfi) (PCF) (CJfi) 421 11/17/81 317 14.9 114.5 92 8 Lot #4 422 II 315 19.0 97.0 92 9 tot #5 423 II 315 19.0 95.5 91 9 Lot #i2 424 II 316 19.0 97.8 93 ~ II 425 11/18/81 306 15.6 112.6 90 8 Lot #1 426 II 307 32.4 100.8 96 9 II 427 II 307 14.3 113.2 94 7 II 428 II 308 14. 3 111.5 92 4 II 429 II 309 14.3 112.8 93 4 • II 430* II 310 15.6 109.8 92 5 II 431* II 309 15.6 110.8 93 5 II 432 II 311 14.9 111.8 92 4 II 433 II 312 13.9 108.9 90 4 II 434 II 313 23.0 91.5 90 11 Lot #5 435 II 314 21.2 209.6 99 10 II 436 II 313 21.2 104.5 94 10 Lot #6 437 II 314 21.7 103.9 94 10 II 438 II 313 20.0 90.7 90 11 II 439 II 312 23.8 94.5 90 6 Lot #5 440 II 313 23.8 95.1 91 6 II 441 II 311 18.3 95.5 91 9 Lot #12 442 II 312 25.4 93.0 91 il II 443 II 312 22.1 99.3 95 6 II 444 II 313 25.4 94.3 90 6 II 445* 11/19/81 315 20.5 103.3 93 10 II 446* II 314 17.9 104.8 94 10 II 447* II 316 17.0 98.5 94 9 II 448 11/18/81 312 17.6 104.8 90 2 Lot #·l 449 II 310 16. 3 111. 0 93 5 II 450 11/19/81 311 16.3 110.0 92 5 II SEE PLAN FOR TEST LOCATIONS --iEstimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOfLS ENGINEERING,, INC. I I I I I· I I I I I I I I I I I I I I· TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11/13/81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE ('Jt) (PCF) (%) LOCATION 451 11/19/81 312 14.3 105.5 90 2 Lot #1 452 II 311 14.3 108.8 93 2 II 453 II 312 15.6 110.5 94 2 II 454 II 313 15.6 107.4 92 2 II 455 II 316 17.3 93.5 91 11 Lot #4. 456 II 318 17.3 93.9 92 11 _11 457 II 320 18.3 99.0 90 10 II 458 II 318 18.3 102.5 92 10 II 459 II 319 25.8 96.5 ·92 6 II 460 II 317 25.8 97.1 92 6 II 461 II 318 18.3 101. 2 91 10 II 462 II 314 21.5 94.2 92 11 Lot #5 463 II 312 21.5 93.7 92 ll II 464 II 313 19.1 96.5 92 9 II 465 II 315 19.1 98.0 93 9 II 466 II 315 21.5 92.6 90 11 II 467 II 314 19.8 96.3 92 9 II 468 II 314 19.8 9 7. 2 93 9 II 469* 11/20/81 314 22.3 93.5 92 11 II 470* II 312 22.3 94.9 93 11 II 471* II 311 21.2 94.0 92 11 II· 472* II 313 22.3 9 3. 9 92 11 II 473* II 312 22.3 92.2 91 11 II 474* II 314 21.7 93.8 92 11 II 475* II 316 17.6 91.0 90 11 II 476 11/19/8] 315 18.3 9 7. 3 93 9 Lot #4 477 II 316 18.3 9 7. 3 93 9 II 478 II 318 18.3 9 7. 5 93 9 II 479 11/20/81 314 17.0 106.6 94 3 Lot #1 4 80 II 313 24.2 93.2 91 11 II SEE PLAN FOR TEST LOCATIONS 1Estimated.elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOll:.S ENGINEERING,. INC. .I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: llil3i81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (9') (PCF) (9!,) 481 11/20/81 315 24.2 95.9 94 11 Lot #1 482 II 314 14.3 107.7 95 3 If 483 11/23/81 316 18.1 95.1 91 9 Lot #4 484 If 315 18.1 94.7 90 9 If 485 If 318 19.0 94.2 90 9 If 486 II 320 19.0 94.6 90 9 If 487 II . 323 19.9 9 8. 2 94 9 If 488 II 321 21.0 95.8 91 9 II . 489 II 322 21.0 94.1 90 9 If 490 11/20/8] 318 22.0 99.5 95 6 If 491 If 316 19.8 96.5 92 6 If 492 II 318 18.1 101.9 97 9 II 493 II 319 18.1 100.4 96 9. If 494 II 323 19.8 94.3 90 · 9 If 495 11/23/8] 319 22.6 9 7. 6 91 7 II 496 II 319 22.6 99.8 93 7 If 49 7 11/24/8. 300 22.9 90.7 90 11 Lot #11 498 II 298 20.2 98.1 93 9 II 499 II 298 22.9 90.7 90 11 If 500* II 301 20.7 89.6 88 11 II 501 II 300 20.7 95.8 94 11 Retest #500 502 II 301 21. 7 91. 7 90 11 Lot #11 503 II 303 21. 7 92.3 91 11 If 504* 11/20/8 315 16.9 101. 8 92 10 Lot #1 505 If 316 14.3 101. 5 91 10 II 506 II 318 14.3 103.6 95 10 " 507 II 318 14.3 101.1 91 10 II 508 II 316 20.5 100.5 96 9 II 509 II 317 12.4 •101. 3 91 10 If 510* II 317 22.6 96 91 9 If SEE PLAN FOR TEST LOCATIONS 1 . Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS · JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 11[13[81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (IJf,) (PCF) (96) 511 11/20/81 306 17.0 108.8 91 5 Lot #2 512 II 307 17.0 104.6 94 10 II 513 II 308 17.0 108.6 91 5 II 514* 111/23/81 310 18.3 102.0 92 10 II 515 II 312 18.3 100.8 96 9 II 516 II 313 19.0 101. 7 97 9 Lot #1 517 II 314 19.0 101.0 96 9 II 518 II 313 22.7 9 7 .. 6 93 9 Lot #2 519 If 313 22.7 96.9 95 11 II 520 II 314 24.2 9 7. 2 95 11 Lot #1 521 II 315 22.0 9 7. 6 93 9 II 522 II 317 22.0 95.2 91 9 II 523* II 317 22.7 96.7 92 . 9 II 524* II 318 22.7 9 7. 6 93 9 II 525 111/24/81 300 20.7 93.0 91 11 526 II 300 20.7 92.8 91 11 527 II 298 20.7 92.3 91 11 528 II 301 26.1 94.8 93 11 529 II 302 26.1 95.3 93 11 530 II 301 20.3 94.2 93 11 531 II 301 24.9 9 7. 8 90 6 532 II 301 19.5 96.5 92 6 Lot #6 533 111/25/81 302 20.0 94.7 90' 6 II 534 II 303 17.8 98.3 94 9 11- 535 II 300 17.8 101.6 95 7 Lot #11 536 II 303 20.0 102.3 96 7 Lot #6 537 II 302 20.6 97.2 91 7 II 538 II 302 20.6 99.8 93 7 II 539 II 300 20.6 101. 7 95 9 Lot #7 .. 540 If 300 21.5 97.3 93 6 II SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST - SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I 1. I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: lli'.l3i'.81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION· TYPE' LOCATION (9') (PCF) (91,) 541 11/25/81 300 21/5 96.5 92 6 Lot #7 542 II 294 23.8 9 7. 0 92 6 Lot #10 543 II 294 21.9 95.8 91 6 II 544 II 295 21.9 96.3 92 6 Lot #7 545 II 296 23.8 95.8 91 6 II 546 11/23/81 318 22.7 92.7 91 ll Lot #1 547 II 318 18.3 106.9 96 · 10 II 548 II 318 18.3 104.3 94 10 II . 549 12/1/81 317 25.0 94. 6 93 11 II 550 II 317 22.7 92.9 91 11 II 551* II 303 25.0 93. 9 92 11 Lot #6 552* II 300 25.0 96.1 94 11 Lot #7 553 II 295 23.0 94.6 90 9 Lot #10 554 II 294 23.0 98.1 93 9 ti, 555 II 294 23.5 9 5. 0 91 9 II 556 II 299 23.5 93.6 92 11 Lot #7 557 II 300 24.2 95.7 91 9 Lot #11 558 II 300 24.2 94.8 90 9 II 559 II 301 22.7 9 4. 7 90 9 Lot #6 560 0.1/25/81 302 19. 7 96.8 92 6 561 II 302 20.3 94.8 90 6 562 II 303 20.3 95.3 91 6 563 II 302 19.7 96.4 92 6 564 112/1/81 304 19. 8 95.3 91 6 565 II 305 19.8 95.8 91 ·6 566 II 306 20.4 95.6 91 6 567 II 300 21.8 95.0 91 6 Lot #6 568 II 303 21.8 93.8 90 6 II 569 II 304 21.8 94.1 9,0 6 II 570 II 305 20.4 94.4 90 6 II SEE ~LAN FOR TEST LOCATIONS .1.Estimated elevation in feet. *SANO-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I 1· TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAM~ Carlsbad Research Center DATE: 11L13L81 DEPTH 1 MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (9') (PCF) (%) 571 12/1/81 306 19. 5 94.7 90 6 Lot #6 572 II 296 19. 5 96'. 2 92 6 Lot #7 573 II 299 22.3 · 95. 4 91 6 II 574 12/2/81 300 30.0 94.9 90 6 Lot #6 575 II 302 26.9 94.3 90 6 II 576 II 304 26.9 94.6 90 6 II 577 II 293 17.6 98.1 93 9 Lot #7 578 II 294 20.6 96.9 92 6 II 579 II 296 17.6 98.8 94 9 II ' 580 II 298 20.6 97.3 93 6 II 581 12/1/81 300 22.7 94.7 90 9 II 582 II 300 22.7 9 5. 6 91 9 Lot #11 583 II 298 22.7 96.5 92 ·9 Lot #10 584 12/2/81 319 23.5 98.9 94 9 Lot #1 585 II 318 22.0 95.1 91 9 II 586 II 317 23.5 g6.9 92 9 II 587 II 313 23.5 9 6. 2 92 9 Lot #2 588* II 301 22.0 98.2 94 9 Lot #.6 589* II 301 22.0 95.5 91 9 II 590 II 299 23.5 98.3 94 9 Lot #7 591 II 299 23.5 97.2 93 9 II 592 II 298 25.0 98.2 94 9 Lot #10 593 II 298 21. 2 9 7. 6 93 9 Lot #11 594 II 300 21.2 96.2 92 9 II 595 II 296 22.7 98.4 94 9 Lot #7 596 II 297 22.7 99.3 95 9 II 597 II 295 21.2 96 91 9 Lot #10 598 II 296 23.5 98.1 93 9 II 599 II 296 13.9 11.5. 4 90 12 Lot #14 600 II 296 13.9 116.0 90 12 II SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SAND-CONE TEST, .ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST .. -SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: llLl3i8l DEPTH! MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (9') (PCF) (%) 601 12/3/81 296 14.3 116.6 91 12 Lot #14 602 II 298 12.7 ll 7. 8 91 12 II 603 II 299 13.6 118.4 92 12 II 604 II 300 13.6 117.3 91 12 II 605 II 300 14.3 118.l 92 12 II 606 II 301 12.4 117.4 91 12 II 607 II 300 12.4 117.4 91 12 II 608* II 2.99 11.7 117.2 91 12 II . 609 0.2/2/81 319 25.7 9 3. 2 91 11 Lot #1 610 II 318 25.0 93.0 91 11 II 611 II 319 25.0 95.0 93 11 II 612 II 320 25. 7 93.7 92 11 II 613* II 319 22.4 96.5 94 11 II 614* II 317 23.0 96.3 94 11 II 615 0.2/3/81 305 19.7 94.7 93 J.l Lot #6 616* II 303 20.0 93.1 91 11 II 617 II 303 21.8 96.8 92 6 II 618 II 306 25.7 94.5 93 11 II 619 II 307 25.7 ~7.3 93 6 II 620 II 305 21.8 96.5 92 6 Lot #10 621* II 303 20.0 91. 3 90 11 II 622 II 304 25.7 95.5 91 9 II 623 II 305 19.9 95.3 91 6 Lot #6 624 II 306 20.9 95. 4 91 6 II 625 II 307 22.1 96.1 92 6 II 626 II 304 20.9 9 5. 9 91 6 Lot #10 627 II 305 22.1 95.7 91 · 6 II 628 II 303 20.9 95 .. 5 91 6 Lot #6 629 II 304 19.9 95.7 91 6 -11 630 0.2/4/81 295 17.9 96.0 91 6 ·Lot #7 SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER -**TEST FAILED, SE£ RETEST SAN DlEGO SOILS ENGINEERIN<3,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center .DATE: 11£'.'.'.13£'.'.'.81 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (9') (PCF) (9') 631 12/4/81 298 23.2 95.0 90 6 Lot #7 632 It 296 17.9 96.5 92 6 II 633 II 297 20.8 96.3 92 6 II 634 It 296 20.8 95.3 91 6 Lot #ln 635 It 295 19.9 95.2 91 6 II 636 It 299 20.8 96.0 92 6 II 637 12/7/81 288 25.0 90.6 89** 11 Lot #9 638 It 22.1 94.1 92 11 II 639 It 288 22.1 9 3. 5 92 11 Retest #637 640* It 291 25.0 87.7 86** 11 Lot #9 641* It 287 28.0 95.9 94 11 II 642* It 286 25.0 96.8 95 11 II 643* It 292 22.0 95.0 93 11 II 644* 12/8/81 297 24.6 94.2 92 11 Lot #10 645* It 291 24.5 86.5 85** 11 Lot #10/9 646* II .294 25.0 90.7 89** 11 Lot #10 647* II 297 27.4 80.5 80** 11 II 648 II 287 21.2 93.6 92 11 Lot #9 649 II 290 21.5 93.8 92 11 II ,. 650 It 292 21.5 94.4 93 11 II 651 II 292 25.l 96.7 92 6 Lot #1 652 II 294 23.8 95.8 91 6 II 653 II 296 23.8 95.4 91 6 II 654 " 298 25.1 95.6 91 6 II 655 II 298 23.4 95.5 91 6 II 656 12/9/81 300 17.8 105.3 95 10 II 657 II 300 17.8 114.0 96 5 II 658 II 320 22.4 99.2 93 7 Lot #14 659 II 322 22.4 9 8. 6 92 7 II 660 II 324 22.8 100.7 94 7 II SEE PLAN FOR TEST LOCATIONS IEstimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I ·1 I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144/10 NAME: Carlsbad Research Cente_:r DATE: 11/13/81 DEPTHl MOISTURE UNIT DRY RELATNE S-OIL TEST NO. DATE CONTENT DENSITY COMPACTION ", ('Kt) (PCF) (%) TY-PE I nr.ATTON 661 12/9/81 325 22.8 99.7 93 7 Lot #14 662 II 325 22.4 98.5 92 7 II 663 II 301 22.2 102.0 92 10 Lot #1 664 II 302 18.3 101.7 92 10 II 665 II 304 18.8 102. 7 .. 93 10 II 666 " 306 18.8 103.7 93 10 II 667 II 305 17.9 102.4 92 10 . II 668 II 307 17.9 102.7 92 10 Lot #2 . 669 J.2/10/81 302 22.7 95.2 93 11 II 670 II 305 21. 2 92.3 91 11 II 671 II 303 22.7 94.1 92 11 II" 672 II 306 22.3 94.1 92 6 II 673 II 304 22.3 96.2 94 6 II 674 II 307 22.9 93.0 91 6 II 675 II 305 22.9 94.2 92 6 II 676 II 309 21. 2 93.6 92 6 Lot #1 677 II 308 21.2 93.3 92 6 11 678 II 309 23.9 92.7 91 6 " 679* 12/9/81 300 12.4 115.4 90 12 Lot #14 680 " 301 12.4 117.8 91 12 II 681 " 302 12.4 116.5 90 12 II 682 " 303 12.0 116.6 90 12 " 683 II 306 14.3 116.4 90 12 II 684 II 304 14.3 115.8 90 12 II 685 " 305 12.4 117.4 91 12 II SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SA·ND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 1/28/82 DEPTH l MOISTURE UNIT DRY RELATIVE SOIi,. TEST NO. DATE CONTENT DENSITY COMPACTION . (CJ6) (PCF) (CJ6) TYPE LOCATION 686 12/7/81 307 11.7 117.6 91 12 Lot 14 687 II 308 11.7 118.4 92 12 II 688 II 309 11.1 118.8 92 12 II 689 II 308 11.1 118.3 92 12 II 690 II 309 17.6 10 8. 2 94 i3 II 691 II 310 17.6 106.7 93 13 II 692 II 310 17.6 107.5 94 13 II 693 II 309 14.3 117.0 91 12 II 694 II 310 14.3 118.5 92 12 II 695 12/8/81 311 12.4 117.8 91 12 II 696 II 311 12.4 114.0 91 8 II 697 II 310 15.6 105.7 92 13 ir 698 II 312 15.6 103.4 90 · 13 II 699 II 311 15.6 104.4 91 13 II 700 II 312 15.6 117.0 91 12 Lot 14 701 II 311 15.6 115.7 90 12 II 702 II 313 13.3 113.2 91 8 II 703 II 315 20.5 96.3 92 9 II 704 II 314 20.5 99.3 95 9 II 705 II 316 l.9. 8 102.2 97 9 II 706* II 315 19.8 99.5 95 9 II 707 12/9/81 316 16.3 106.8 93 13 II 708 II 317 21.2 97. 2 95 11 II 709 II 319 17.0 106.3 92 13 II 710 II 322 16.3 112.1 90 8 II 711 II 318 17.0 106.2 92 13 II 712 II 321 16.3 105.8 92 13 II 713 II 323 11. l 118.5 12 II -714* II 314 15.6 103.0 90 13 II ,.;, 715* II 316 16.3 105.0 91 13 II SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SA-N DIEGO SOILS ENGINEERING,_ INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 1L'.28L'.82 OEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT· DENSITY COMPACT-ION TYPE I (WATTON. (9') (PCF) (%) 716 12/9/81 318 17.0 107.0 93 13 Lot 14 717 " 315 17.0 105.8 92 13 II 718 " 317 17.0 108.5 9-4 13 II 719 " 319 17.0 107.4 93 13 II 720 " 321 17.0 106.0 92 13 II 721 12/10/81 317 13.6 114.4 92 8 II 722 " 319 13.6 115.8 93 8 ,II 723 II 316 14.3 114.4 9·2 8 II . 724 11 317 14.3 113.7 94 14 II 725* " 318 14.3 116.6 90 12 " , 726* II 319 13.0 113.8 94 14 " 727 11 320 13.0 114.3 95 14 " 728 " 317 13.0 114.5 92 8 II 729 II 319 21. 2 101.5 97 9 fl 730 11 320 21.2 100.5 96 9 II 731 II 321 21.2 101.2 96 9 II 732 " 322 13.6 115.5 92 8 II 733 " 323 17.6 108.5 98 10 II 734 II 324 17.6 10 8. 0 97 10 II 735* 12/11/81 323 12.4 112.9 90 8 " 736* " 324 17.6 104.4 94 10 II 737 " 324 19.0 103.2 93 10 II 738 11 323 19.0 104.7 94 10 II 739 11 324 19.0 105.3 92 13 II 740 II 325 18.3 103.5 90 13 II 741 II 326 18.3 107.1 93 13 II 742 " 324 16.3 112.3 93 14 II 743 11 324 16.3 113.5 94 14 II 744* II 324 15.6 112.0 93 14 II 745* II 325 17.6 105.5 92 13 " SEE P.LAN FOR TEST LOCATIONS lE t • t d . s 1ma e elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,_ INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Cent~r DATE: 1L28,L82 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION ('6) (PCF) , ('6) 746 12/11/81 325 17.0 113.9 94 14 Lot #14 747 II 324 17.0 112.5 93 14 II 748 II 325 15.6 111.5 92 14 II 749 12/10/81 311 23.8 9 3. 6 92 11 Lot #1 750 II 310 23.8 9 4. 4 93 11 II 751 II 311 21.7 9 3. 3 92 11 II 752 II 313 21.7 94.2 92 11 II 753* 12/11/81 318 15.2 104.0 92 3 Lot #14 754 II 321 15.2 106.3 94 3 II 755 II 324 15.2 108.3 96 3 II 756 II 314 24.7 93.7 92 11 Lot #2 757 II 316 24.7 94.5 93 11 Lot #1 758 II 315 21. 7 95.3 93 ·11 " 759 II 316 21. 7 94.7 93 11 If 760 II 313 21.7 94.2 92 11 Lot #2 761 If 312 22.9 95.5 94 11 II 762 II 310 22.9 94.8 93 11 If 763 a.2/14/81 317 16.6 111.7 94 5 Lot #14 764 II 320 16.6 113.4 95 5 II 765 II 324 16.6 113.9 96 5 II 766 II 324 16.0 108.9 91 5 II 767 a.2/15/81 295 17.3 109.2 92 5 Lot #23 768 II 292 17.3 10 8. 6 91 5 Lot #22 769 II 293 18.0 109.1 92 5 If 770 ll.2/16/81 283 19.9 102.7 98 9 Lot #24 771 II 281 17.8 101.9 97 9 II 772 II 286 19.9 103.2 98 9 II 773 II 284 17.8 101.9 97 9 II 774 II 285 17.8 102.6 98 9 Lot #21 775 If 283 20.3 101.4 97 9 If SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, INC. I I I I I I I I I I I I- I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: l,::'.'.28,::'.'.82 l MOISTURE UNIT DRY RELATIVE · SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE LOCATION (9') (PCF) (5) 776 12/16/81 287 20.3 9 8. 9 94 9 Lot #21 777 12/15/81 275 17.2 107.3 97 10 ti 778 II 275 16.6 107.0 96 10 Lot #20 779 II 277 19.7 106.8 96 10 Lot #24 780* II 277 16.6 106.0 96 10 Lot #21 781 II 278 17.2 106.7 96 10 ti 782 II 278 19.7 107.1 96 10 ti 783 II 280 16.6 106.9 96 10 II 784* 12/16/81 286 18.8 107.6 97 10 Lot #24 785 " 285 18.8 104.5 94 10 II 786 12/18/81 296 17.6 104.0 94 10 Lot #23 787 II 289 17.6 104.6 95 10 Lot #24 788 " 295 17.8 101.9 92 10 Lot #23 789 II 292 17.8 102.0 92 10 Lot #24 790 II 292 17.6 105.0 95 10 II 791 II 293 16.9 103.3 93 10 Lot #21 792 II 294 19.5 1.0 4. 9 95 10 ti 793 II 295 16.9 102.1 92 10 II 794 " 294 16.9 105.2 9 5. 10 ti 795 " 294 19.5 102.4 92 10 II 796 " 295 19. 5 105.3 95 10 II 797 " 295 16.9 105.6 95 10 II 798 12/14/81 290 15.6 111. 8 92 14 II 799 " 288 15.6 110.8 92 14 II 800 II 286 16.3 112.3 93 14 Lot #24 801 " 283 16.3 110.l 91 14 II 802 II 282 16.3 110.3 91 14 II 803* 11 284 14.3 110.8 92 14 II 804* ti 289 16.3 113.3 94 14 II 805 II 290 15.6 109. 9 91 14 Lot #21 SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: . 1144-10 NAME: Carlsbad Research Center DATE: 1/28/82 DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCATION (%) (PCF) (%) 806 12/14/81 290 15.6 111.0 92 14 Lot #21 807 II 287 16.3 112.0 93 14 II 808 II 288 14.9 111.3 92 14 Lot #24 809 II 282 16.3 112.8 93 14 II 810 II 283 16.3 111.7 92 14 II 811*. II 285 15.6 111.8 92 14 ;, 812* II 272 11.1 113.2 91 8 II 813 II 278 11.1 112.6 90 8 II 814 II 286 li.7 113.6 91 8 II 815 II 276 11.7 112.9 90 8 II 816 II 283 15.6 113.8 94 14 II 817 12/15/81 285 15.6 112.8 93 14 II 818 II 278 15.6 114.2 91 8 II 819 II 286 17.6 110.2 91 14 820 II 288 17.6 109.6 91 14 821 II 290 17.6 112.6 93 14 822 II 290 17.6 109.3 90 14 823 II 287 11.l 114.0 91 8 824 II 291 14. 3 112.2 90 8 825 II 291 16.3 112.6 93 14 826 II 292 16.3 105.2 95 10 Lot #24 827 II 288 17.6 109.9 91 14 II 828 II 284 17.6 110.5 91 14 II 829 II 283 15.6 108.0 97 10 II 830* II 286 15.6 109.5 91 14 II ... 831* II 287 16.3 111.3 92 14 II 832 II 289 16.3 109.l 90 14 II 833 II 285 17.6 109.3 95 13 II 834 II 287 18.3 110.0 96 13 ·II 835 II 288 18.3 109.6 95 13 II SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SANO-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN .DIEGO SOILS ENGINEERING,, INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS. OF COMPACTION TESTS JOB N0.:1144-10 NAME: Carlsbad Research Center DATE: 1L2ais2 DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACT.ION TYPE LOCATION (") (PCF) (96) 836 12/15/81 288 21. 2 101.5 97 9 Lot #24 837 12/16/81 288 21.2 101. 2 96 9 II 838 II 292 12.4 117.6 91 12 Lot #21 839 II 293 12.4 116.5 90 12 II 840* II 293 11.1 117.6 91 12 II 841* II 294 14. 3 110.9 92 14 II 842* II 294 14.3 111.7 92 Lot #20 843 II 294 11.7 117.8 91 · 12 Lot #21 . 844 II 293 14.3 111. 7 92 14 II 845 II 290 14.3 110.8 92 14 Lot #24 846 II 289 14.3 111.9 92 14 II 84 7 II 288 13.6 111.7 92 14 II 848 II 290 17.6 111.6 92 14 II 849 II 290 17.6 110.5 91 14 II 850 II 292 13.0 110.4 91 14 II 851 II 294 13.0 111. 2 92 14 Lot #21 852 II 294 11.1 117.2 91 12 II . 853 II 294 11.1 J,.16. 9 91 12 Lot #20 854 12/17/81 296 16.3 112.5 93 14 II 855 II 294 16.3 111.0 92 14 II 856 II 295 15.6 113.8 94 14 II 857 II 295 15.6 109.9 91 .14 tot #21 858 II 294 14.3 112.2 93 14 II 859* II 292 14.3 110.0 91 14 Lot #24 860* II 292 11.7 116.2 90 12 II .. 861 II 293 14.3 111. 5 92 14 Lot #23 862 II 293 14.9 113.6 94 14 II 863 II 294 13.6 111. 7 92 14 Lot #22 864 II 296 13.6 112-. 6 93 14 II 865 II 296 11.1 118.1 92 12 · Lot #20 SEE PLAN FOR TEST LOCATIONS .... *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER .1.Estimated elevation in feet. **TEST FAILED. SEE RETEST ' SAN DIEGO SOILS ENGINEERING,_ INC. I I I I I I I I I I I I I I I I ,, I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 1/28/82 DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE, (CJ!,) (PCF) (%) . LOCATION 866 12/17/81 296 11.1 117.6 91 12 Lot #21 867 II 294 17.6 110.5 91 14 Lot #23 868 II 294 21.2· 100.2 94 9 Lot #22 869 II 294 21.2 99.6 95 9 Lot #21 870 II 296 21. 2 101. 8 97 9 Lot #20 871* II 295 13.6 110.2 91 14 II 872* II 296 13.6 111.9 92 14 Lot #19 873 II 295 15.6 112.3 93 14 Lot #22 . 874 II 295 15.6 111.0 92 14 Lot #23 875 12/18/81 295 14.9 110.0 91 14 Lot #20 876 II 295 14.9 111.5 92 14 II 877 II 294 14.9 114.0 91 8 Lot #21 878 II 294 14.9 112.6 90 8 II 879 II 296 14.3 111. 5 92 14 ti 880* II 295 15.6 109.9 91 14 Lot #22 881* II 296 15.6 112.9 93 14 ti -882 II 295 21.2 102.6 96 7 Lot #23 883 II 296 21.2 104.9 98 7 ii 884 II 296 21.2 102.0 95 7 II 885 II 296 14.3 112.2 93 14 ti 886 II 294 14.3 110.0 91 14 II 887 II 292 14.9 112.2 93, 14 Lot #24 888 II 290 14.9 111. 5 92 14 II 889 II 291 22.7 96.2 94 11 Retest #645 890 II 294 22.7 96.5 95 11 Retest #646 891 II 297 22.7 94.2 92 11 Retest #647 892 II 292 11. 7 110.5 91 14 · Lot #24 893 II 293 14.3 115.7 93 8 II 894 II 295 14.3 114.6 92 9· Lot #23 895* II 296 13.6 113.9 91 8 Lot #21 SEE PLAN FOR TEST LOCATIONS 1 . d elevation .in feet. *SAND-CONE TEST, ALL OTHERS DRIVE.-CYLINDER Estimate **TEST FAILED, SEE RETEST SAN D.IEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: 1/28[82 DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE LOCAT I.ON (9') (PCF) (%) 896 12/21/81 288 15.6 106.2 92 13 S.D.G.& E. Ease- 897 II 290 15.6 107.6 94 13 ment & Lot #14 898 fl 290 16. 3 105.1 91 13 II 899 fl 291 16.3 107.3 93 13 II 900 fl 291 17.6 108.0 94 13 II 901 II 291 16.3 106.3 92 13 II 902 fl 29 2 1.6. 3 105.6 92 13 it 903 II 292 17.6 106.1 92 13 II 904 fl 293 17.6 108.2 94 13 II 905 II 294 17.6 107.1 93 13 II 906 fl 295 16.3 107.3 93 13 " 907 II 294 16. 3 106.6 93 13 II 908 II 296 15.6 105.4 92 13 Lot #21 909 II 296 15.6 106.5 93 13 Lot #22 910 fl 295 17.0 104.6 91 13 S.D.G.& E. & 911 II 296 16.3 104.7 91 13 Lot #14 912 II 297 16.3 107.5 94 J.3 II 913 II 298 16.3 10 7. 2 93 13 " 914 12/22/81 297 16.3 108.3 94 13 Lot #19 915 II 295 16.3 106.4 93 13 Lot #22 916 II 295 15.6 105.5 92 .13 Lot #23 917* II 295 14.3 112.2 93 14 Lot 20 918 II 296 14.3 109.4 90 14 ti 919* II 295 14.3 110 .. 0 91 14 Lot 21 920 II 294 14.3 108.8 90 14 II 921 II 295 14.9 109.9 91 14 Lot 22 r 922* II 296 16.3 113.6 94 14 II 923 II 297 16.3 113.0 93 14 II 924* II 296 7.5 120.6 94 12 Lot 23 925 II 296 14.9 110.6 91 14 II SE£ PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SANO-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144--10 NAME: Carlsbad Research Center DATE: DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE (,r.) (PCF) (,r.) 926 2/22/81 295 14.3 108.8 90 14 Lot 23 927 II 295 14.3 110.2 91 14 II 928 11.2/23/81 295 10.0 117.6 91 12 Lot 22 929 II 296 17.6 106.9 93 13 II 930 II 297 17.6 106.l 92 13 Lot 23 931 II 297 15.6 112.5 90 8 Lot 19 932 II 297 14.3 110.7 92 14 II 933 II 297 16.3 106.4 93 13 Lot 20 934 II 297 16.3 107.1 93 13 II . , 935 II 296 16.3 105.2 92 i3 II 936 II 296 13.6 113.3 91 8 II 937 II 297 13. 6 114.4 92 8 II 938* II 327 17.0 105.2 92 13 Lot 14 . " 939* II 327 17.0 105.2 92 13 II 940 tl.2/24/81 306 22.0 99.8 95 6 Lot 2 941 II 308 22.0 98.6 94 6 II 942 II 309 22.0 100.2 94 7 II 943 II 310 21.2 101.9 96 7 II 944 II 307 21.2 98.9 92 7 II 945 II 308 22.0 101.8 95 7 II 946 II 309 22.0 100,8 94 7 II 947 II 309 21.2 100.7 94 7 II 948* tl.2/28/81 300 8.1 121.5 94 12 tot 1 949* II 302 8.1 120.0 93 12 II 950 II 304 9.3 121.7 94 12 Lot 2 951 II 306 9.3 121.0 94 12 II 952 II 274 20.5 98.3 94 9 Lot 3 953 II 276 20.5 99.0 94 9 II 954 II 278 20.5 97.6 '93 9 II 955 II 280 22.0 98.6 94 9 II 956 II 282 22.0 102.3 97 9 Lot 3 SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED,. SEE RETEST SAN DIEGO SOILS ENGINEERING,_ INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS · JOB NO.: 1144-10 NAME~arlsbad Research Center DATE: OEPTHl MOISTURE UNJT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE ('lri) (PCF) ($) 957 n.2/28/81 293 16.3 105.2 91 13 Lot 14 958 II 295 16.3 106.3 92 13 1,1 959 tl.2/29/81 304 9.3 117.6 91 12 Lot 1 960 II 306 9.3 119.1 92 12 Lot 2 961 II 300 20.5 101.0 94 7 Lot 14 962 II 302 20.5 102.4 96 7 II 963 II 302 20.5 104.0 90 13 II 964* II 308 9.3 117.l 91 12 Lot 1 965* II 304 9.3 116.7 91 12 . Lot 2 967 12/29/81 302 18.8 102.2 96 7 Lot 14 968 II 303 20.4 103.0 96 7 II 969 II 305 20.4 104.2 97 7 II 970 II 306 20.4 103.6 97 7 II 971 II 308 22.1 105.0 98 7 II 972 II 307 20.6 103.2 98 7 II 973 II 308 20.6 104.6 98 7 II 974 II 316 17.6 108.2 94 13 Lot 13 975 II 316 17.6 105.4 92 13 II 976 II 317 16.3 105.6 92 13 II 977 II 319 16.3 107.9 94 13 II 978 II 318 18.3 106.7 93 13 II 979 b./14/82 319 22.0 99.7 95 9 Lot 1 980 II 319 22.0 97.7 93 9 II 981 II 318 21.2 99.4 95 9 ·II 982 II 319 21.2 97.9 95 9 II 983 II 325 16.3 10,8. 3 94 13 Lot 14 984 II 325 16.3 107.3 93 13 II 985 II 323 16.3 105.7 92 13 II 986 II 322 16.3 108.3 94 13 II 987 II 298 15.6 109.7 91 14 Lot 19 988 II 299 15.6 108.4 90 14 II SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 E Carlsbad Research center NAM : . -DATE: 1 MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE (IJt.) (PCF) (IJt.) 989 l/14/82 301 14.3 112.2 93 14 Lot 19 990 II 303 14.3 111.7 92 14 II 991 II 304 9.3 121.6 9-4 12 Lot 2 992 II 307 9.3 122.6 9-5 12 II 993 II 310 9.3 120.0 93 12 Lot 1 994 II 312 9.3 120.6 94 l.2 II 995 II 315 22.0 105.0 93 9 II 996 II 316 22.0 96.9 92 9 II 997 L/15/82 309 11.1 119.7 93 12 Lot,_ 2 998 II 310 18.3 105.5 99 7 II 999 II 315 18.3 101.7 95 7 Lot 1 1000 II 312 10.5 119.6 93 12 II 1001 II 317 17.9 102.7 93 10 II 1002 " 318 17.9 101.5 91 10 " 1003 II 314 18.3 99.8 90 10 · Lot 2 1004 II 315 18.3 100.7 91 10 Lot 1 1005 11./18/82 312 1.4 117.3 91 12 Lot 2. ' 1006 II 317 12.4 117.8 91 12 Lot 1 1007 II 303 14.3 110.3 91 14 Lot 19 1008 II 304 14.3 111.1 92 14 II 1009 II 306 14.3 109.4 90 14 " 1010 II 310 17.6 107.7 94 13 Lot 14 1011 II 312 17.6 108.9 95 13 II 10.12 II 314 14.9 108.4 94 13 II 1013 11./19/82 316 16.3 106.8 93 13 II 1014 II 318 16.3 106.4 93 13 II 1015 II 320 17.6 107.1 93 13 II 1016 " 305 16.3 105.0 91 13 Lot 19 1017 II 306 18.3 105.3 92 13'· II 1018 II 304 18.3 106.5 93 13 " 1019 II 307 18.3 107.3 93 13 II SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in feet. *SANO-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I 1. I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAMEFarlsbad Research Center DATE: 1 MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE (9') (PCF) (%) 1020 IL/19/82 320 10.5 119.6 93 12 Lot 14 1021 II 305 18.3 105. 3 92 13 Lot 19 1022 II 305 21.2 109.0 95 13 II 1023 II 306 21.2 108.0 94 13 II 1024 II 307 21.2 108.9 95 13 i, 1025* II 322 9.0 120.7 94 12 Lot 14 1026 II 325 9.0 118.3 92 12 II 1027 II 306 20.5 106.6 93 13 Lot 19 1028 II 308 20.5 108.2 94 13 II 1029 /25/82 305 19.0 108.2 94 13 II 1030 II 306 19.0 109.4 90 14 II 1031 II 307 18.3 108.3 94 13 II 1032 II 306 18.3 110.9 92 14 II 1033* /26/82 274 10.5 120.6 9.4 i2 Lot 3 1034 II 277 10.5 119.8 93 12 II 1035 II 324 20.5 107.4 93 13 Lot 14 1036 II 327 20.5 108.2 94 13 II 1037 II 280 11.1 120.0 93 12 Lot 3 1038 II 325 14.3 114.0 94 14 Lot 14 1039 II 323 14.3 114.6 94 14 II 1040 II 306 19.0 107.6 94 13 Lot 19 1041 II 307 19.0 108.2 94 13 II 1042* II 283 10.5 116.7 91 12 Lot 3 1043 II 326 15.6 112.5 93 14 Lot 14 1044 II 307 20.5 107.0 93 13 Lot 19 1045 /27/82 284 20.2 100.4 96 9 Lot 3 1046 II 286 20.2 99.6 95 9 ,JI 1047 II 288 20.2 100.0 95 9 II 1048 II 325 15.6 111.0 92 14 Lot 14 1049 II 327 16.6 111.0 92 . 14 II 1050 II 328 15.6 110.6 91 14 II SEE PLAN FOR TEST LOCATIONS l . d · Estimate elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACT10N TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: DEPTH l MOISTURE UNIT ORY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE (9') (PCF) (%) 1051* l/27/82 285 9.9 118.4 92 12 Lot 3 1052 It 287 9.9 119.7 93 12 II 1053 " 290 21.2 107.0 91 7 II 1054 II 292 21.2 98.6 92 7 II 1055 It 294 23. 4 98.1 92 7 ti · 1056 It 296 23.4 97.3 91 7 II 1057* 11./28/82 290 10.8 118.3 92 12 II 1058 ti 298 22.2 97.3 91 7 II 1059 " 300 22.2 98.6 92 7 II . 1060 It 293 8.7 120.3 93 12 II 1061 II 301 16.6 108.8 91 5 II 1062 " 302 16.6 109.9 92 5 II . 1063 It 303 15.6 109.2 92 5 II 1064 II 304 15.6 111.3 94 5 II 1065 II 305 20.5 95.9 91 6 II 1066 II 296 10.5 120.0 93 12 .,. 1067* II 299 12.4 119.3 92 12 II 1068 It 303 9.6 119.5 93 12 II 1069 ~/1/82 312 17.6 110.9 92 4 E.C.R. Parkway 1070 " 316 17.6 109.6 91 4 II 1071 II 315 18.3' 109.8 91 4 II 1072 II 317 18.3 108.5 91 5 II 1073 ~/2/82 320 9.9 119.4 93 12 Lot 14 10.7 4 * II 317 8.7 118.8 92 12 II 1075* II 325 10.5 119.7 93 12 II 1076 II 318 11.1 119.0 92 12 II 1077 II 328 11.1 117.6 91 12 'II 1078 ~/3/82 318 14.3 112.2 93 4 E.C.R.Parkway 1079 II 319 14.3 111.7 92 4 II 1080 " 320 14.3 112.8 93 4 II 1081* " 322 10.5 117.7 91 12 Lot 14 SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEG.O SOILS· ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Ce~ter DATE: DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE ('6) (PCF) ('6) 1082 ~/3/82 327 11.7 119.1 92 12 Lot 14 1083 12/4/82 328 11.1 118.3 92 12 II 1084 II 325 11.1 119.2 92 12 II 1085* II 330 8.7 118.3 92 12 II 1086 ~/9/82 298 20.4 99.3 93 7 Preistly Drive 1087 It 300 20.5 98.5 92 7 II 1088 II 302 21.2 100.0 94 7 II 1089 It 304 21.2 98.9 92 7 II 1090 It 306 22.2 97.5 91 7 II 1091 It 314 23.4 101.5 97 9 Lot 12 1092 It 316 23.4 102.9 98 9 II 1093 It 318 22.8 101.1 96 9 II 1094 II 320 22.8 102.3 97 9 II 1095 2/16/82 257 22.2 96.8 87** 10 Lot 2 1096 II 257 17.6 104.5 94 10 Retest #1095 1097 It 258 17.6 106.5 91 2 Lot 2 1098 It 260 17.6 107.6 92 2 II 1099 It 261 15.3 105.6 90 2 II 1100 II 262 15.3 107.3 92 2 II 1101 II 265 15.6 107.9 92 2 II 1102 l!/17/82 267 15.6 106.9 91 2 II 1103 II 270 14.3 107.6 92 2 II 1104 It 272 15.3 107.5 90 5 II 1105 II 274 15.3 109.5 92 5 II 1106 It 275 15.3 106.6 90 5 ii 1107 II 278 16.6 108.4 91 5 II 1108 II 280 16.6 109.0 90 4 II 1109 It 282 14.3 107.0 90 5 II 1110 It 284 15.9 108.5 91 5 II 1111 ~/18/82 275 22.8 100.1 90 10 II 1112 II 278 22.8 99.5 90 10 II SEE PLAN FOR TEST LOCATIONS 1 . d Estimate elevation in f-eet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER . **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,, INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research center DATE: 1 MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE (CJ{,) (PCF) (%) 1113 2/18/82 280 23.4 100.6 91 10 Lot 2 1114 II 283 23.4 101.7 92 10 II 1115 " 285 21.2 101.9 92 10 II 1116 II 312 23.4 103.3 98 9 Lot 5 1117 " 314 23.4 102.8 98 9 II 1118* II 316 22.2 100.0 95 9 II ,, 1119 II 3l8 22.2 100.6 96 9 II 1120 II 275 20.5 100.0 93 7 Lot· 1 1121 ~/19/82 276 20.5 98.6 92 7 II - 1122 II 277 21.2 98.9 92 7 II 1123 II 277 21.2 100.3 90 10 Ii 1124 II 278 22.2 98.1 91 7 II 1125 II 278 18.3 101.9 92 10 " 1126 " 281 18.3 103.1 93 10 II 1127 " 279 19.5 103.5 93 10 Lot 2 1128 II 282 19.5 103.5 93 10 II 1129 II 284 20.0 102.5 92 10 II 1130 II 283 18.9 106.2 91 2 Lot 1 1131 " 285 18.9 105.2 90 2 Lot 2 1132 ~/22/82 286 16.6 109.3 93 2 ·II 1133 " 287 16.6 108.0 92 2 II 1134 II 285 22.2 101.0 91 10 Lot 1 1135 " 288 19.6 104.5 94 10 Lot 2 11,36 " 286 19.6 105.6 90 2 II 1137 " 289 21.2 109.8 91 10 II 1138 II 290 21. 2 101.3 91 10 II 1139 ~/23/82 288 15.3 108.2 91 5 Lot 1 1140 II 287 15.3 107.8 91 5 II 1140 II 291 15. 9 , 108.1 91 5 Lot 2 1141 " 291 22.2 98.6 92 7 II 1142 II 289 22.2 98.4 92 7 II SEE PlAN FOR TEST LOCATIONS 1 Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAl1.ED; SEE RETEST SAN DIEGO SOILS ENGINEERING,_ INC_. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE (CJri) (PCF) (%) 1143 ~/23/82 289 22.2 98.4 92 7 Lot 2 1144 II 290 23.4 98.5 92 7 II 1145 II 290 23.4 98.8 92 7 II 1146* 2/24/82 292 11.1 116.4 90 12 II 1147 II 291 11.1 117.6 91 12 II 1148 II 292 21.2 100.2 94 7 II 1149 II 293 19.0 98.2 92 7 II 1150 II 294 19.0 97.8 91 7 II 1151 " 295 10.5 116.9 91 12 II 1152 II 296 20.5 100.4 94 7 II 1153* ~/~5/82 297 11.7 116.9 91 12 II 1154 II 271 23.0 100.7 94 7 Lot 1 1155 II 274 23.0 99.1 93 7 II 1156 II 277 20.5 97.3 91 7 Lot 2 1157 " 298 20.5 99.8 93 7 II 1158 II 279 21.2 101.5 91 10 Lot 1 1159 II 282 10.2 116.8 91 12 Lot 2 1160 2/26/82 284 21.2 97.7 91.3 7 1161 " 286 21.2 98.3 91.9 7 1162 " 288 22.5 96.5 90.2 7 1163 " 292 22.5 96.9 90.6 7 1164 " 293 17.9 103.0 92.8 10 1165 " 300 21.8 98.7 92.2 10 1166 " 303 21.8 98.1 91.7 10 1167 3/1/82 290 20.2 97.0 90.7 7 1168 II 293 20.2 97.7 91.3 7 1169 II · 302 20.2 96.3 91.7 6 1170 II 302 23.4 96.5 91.9 6 1171 II 304 22.8 96.3 91.7 6 1172 " 303 20.5 96.6 90.2 7 SEE PLAN FOR TEST LOCATIONS 1Estimated elevation in feet. *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN OIEGO .SOILS ENGINEERING,. INC. I I 1- I I 1· I I I I I I I I I I I .I I TABLE I RESULTS OF COMPACTION iESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: DEPTH] MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE (tJri) (PCF) (tJri) 1173 3/1/82 296 21. 2 97.l 90.7 7 1174 3/2/82 297 23.0 97.6 91.2 7 1175 II 299 23.0 100.0 93.5 7 1176 II 302 21.2 98.1 91.7 7 ,. 1177 II 308 21.2 97.4 92.8 6 1178 II 308 22.5 97.4 92.8 6 1179 II 303 20.0 97.4 92.8 6 1180 II 304 20.0 . 100. 4 90.5 10 . 1181 II 307 19.6 101.3 91.3 10 1182 II 309 20.5 101.2 91-. 2 10 1183 3/3/82 308 19.6 100.0 90.1 10 1184 II 311 20.0 103.7 93.4 10 1185 II 310 20.0 103.5 93.2 10 1186 II 310 19.0 103.0 92.8 10 1187 II 311 22.8 100.5 90.5 10 1188 3/4/82 312 23.4 101.1 94.5 7 1189 II 313 23.4 100.3 93.7 7 1190 II 313 18.6 101.4 91.4 10 1191 II 312 18.6 100.4 90.5 10 1192 II 313 19.0 103.0 92.8 10 1193 II 315 21.2 98.9 92.4 7 1194 II 315 19.6 104.7 94.3 10 1195 3/5/82 IFG328 18.3 106.8 92.8 13 1196 II 314 18.3 104.9 91.2 13 1197 II 315 17.6 106.5 92.6 13 1198 II 316 17.9 105.2 91.5 13 1199 II 316 17.9 106.8 92.9 . 13 1200 " IFG325 17.6 105.9 92.0 13 1201 II IFG321 17.6 105.4 91.7 13 .. SEE PLAN FOR TEST LOCATIONS 1Estimated *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER -elevation in feet. **TEST FAILED, SEE RETEST SAN DIEGO SOILS. ENGINEERING,. JNC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION-TESTS JOB NO.: SD1144-10 NAME: Carlsbad Research Center DATE: . MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE (") {PCF) (%) 1160 2-26-82 284 21.2 97.7 91 7 1161 " 286 21.2 98.3 92 7 1162 II 288 22.5 96.5 90 7 1163 II 292 22.5 96.9 91 7 1164 II 293 17.9 103.0 93 10 1165 II 300 21.8 98.7 93 10 1166 II 303 21.8 98.1 92 10 1167 3/1/82 290 :, 20. 2 97.0 91 7 1168 II 293 20.2 97.7 92 7 1169 II 302 29.2 96.3 92 6 1170 II 302 23.4 96.5 92 6 1171 II 304 22.8 96.3 92 6 1172 II 303 20.5 96.6 90 ,7 1173 II 296 21. 2 97.1 91 7 1174 3/2/82 297 23.0 97.6 91 7 1175 II 299 23.0 100.0 92 7 1176 II 302 21.2 98.1 92 7 1177 II 308 21.2 97.4 93 6 1178 II 308 22.5 97.4 93 6 1179 II 303 20.0 97.4 93 6 1180 II 304 20.0 100.4 91 10 1181 II 307 19.6 101.3 91 10 1182 II 309 20.5 101.2 91 10 1183 3/3/82 308 19.6 100.0 90 10 1184 II 311 20.0 103.7 93 10 1185 II 310 20.0 103.5 93 10 1186 II 310 20.0 103.0 93 10 1187 II 311 22.8 100.5 91 10 1188 3/4/82 312 23.4 101.1 95 7 1189 II 313 23.4 100.3 94 7 SEE PLAN FOR TEST LOCATIONS *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I I I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB N0.:8D1144-10 NAME: Carlsbad Research Center DATE: MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE DEPTH CONTENT DENSITY COMPACTION TYPE (") (PCF) (%) 1190 3/4/82 313 18.6 101.4 91 10 1191 II 312 18.6 100.4 91 10 1192 II 313 19.0 103.0 93 10 1193 II 315 21.2 98.9 92 7 1194 II 315 19.6 104.7 94 10 1195 3/5/82 328 18.3 106.8 91 13 1196 II 314 18.3 104.9 91 13 1197 " 315 17.6 106.5 93 13 1198 II 316 17.9 105.2 92 13 . 1199 II 316 17.9 106.8 93 13 1200 II 325 17.6 105.9 92 13 1201 II 321 17.6 105.4 92 13 1202 3/8/82 306 18.6 106.0 92 13 1203 ti 308 17.9 105.5 92 13 1204 II 295 17.9 105.1 91 13 1205 II 296 17.9 105.5 92 13 1206 II 298 18.6 105.6 92 13 1207 II 297 19.0 106.1 92 13 1208 II 310 17.6 106.3 92 13 1209 II 306 19.0 106.9 93 13 1210 3/9/82 298 17.9 105.7 92 13 11211 II 297 18.3 105.5 92 13 11212 II 297 18.3 106.1 92 13 D.213 II 296 16.9 105.9 92 13 1214 II 296 17.6 107.2 93 13 11215 II 297 17.6 106.9 93 13 11.216 II 298 17.3 106.6 93 13 11217 II 298 17.3 106.6 93 - 1218 3/10/82 296 18.6 106.8 93 .,.._ Finish Grade 1219 II 297 18.6 106.3 92 -Finish Grade 11220 II 298 17.9 106.6 93 --Finish Grade SEE PLAN FOR TEST LOCATIONS *SAND-CONE TEST, ALL OTHERS ORIVE-C,YLINOER **TEST FAILED, SEE -RETEST ~ SAN DIEGO SOILS ENGINEERING,_ INC. I I I I I I I I I I I I I I I I I I I , TABLE I RESULTS OF COMPACTION -TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: DEPTH l MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION TYPE (") (PCF) (,r,) 1202 3/8/82 FG306 18.6 106.0 92.2 13 1203 II FG308 17.9 105.5 91.7 13 1204 II 295 17.9 105.1 91.3 13 1205 " 296 17.9 105.5 91.7 13 1206 " 298 18.6 105.6 91.8 13 1207 II 297 19.0 106.1 92.2 13 1208 II FG310 17.6 106.3 92.4 13 1209 " FG306 19.0 106.9 93.0 13 1210 3/9/82 298 17.9 105.7 91.9 13 1211 " 297 18.3 105.5 91.7 13 1212 " 297 18.3 106.1 92.3 13 1213 " 296 16.9 105.9 92.0 13 1214 " 296 17.6 107.2 93.2 13 1215 " 297 17.6 106.9 93.0 13 ·1216 " 298 17.3 106.6 92.7 13 1217 II 296 17.3 105.9 92.1 13 1218 3/10/82 FG296 18.6 106.8 92.8 13 1219 " FG297 18.6 106.3 92.4 13 1220 II FG298 17.9 106.6 92.7 13 1221 " FG299 17.9 106.1 92.2 13 1222 II 295 16.9 106.3 92.4 13 1223 3/11/82 FG296 13.9 111.2 91.9 14 1224 " FG297 13.9 111.8 92.4 14 1225 II FG298 17.9 107.1 93.1 13 1226 II FG300 13.3 112.2 92.7 14 1227 It 292 17.6 107.1 93.1 13 1228 " 290 13.0 111.1 91.8 14 1229 It 294 14.3 112.2 92.7 14 1230 TEST NO' 11 TAKEN-] UMBER Ni )T USED.· 1231 H· " II " " SEE PLAN FOR TEST LOCATIONS 1Estimated *SA·ND-CONE TEST, ALL OTHERS DRIVE-CYLINDER elevation in feet **TEST FAILED, SEE RETEST SAN DIEGO SOILS ENGINEERING,. INC. I I 1. I I I I I I I I I I I I I I I I TABLE I RESULTS OF COMPACTION TESTS JOB NO.: 1144-10 NAME: Carlsbad Research Center DATE: DEPTHl MOISTURE UNIT DRY RELATIVE SOIL TEST NO. DATE CONTENT DENSITY COMPACTION 'TYPE (%) (PCF) (,r.) 1232 TEST Nori TAKEN-WMBER N )T USED. 1233 II II II II II II 1234 " II II II II II 1235 " " " " II II 1236 " " " " II II 1237 3/12/82 FG290 13.9 112.5 93.0 14 1238 " FG291 13.0 111.4 92.i 14 1239 " FG293 13.0 112.1 92.6 14 .. 1240 ti FG294 13.6 110.2 91.0 14 1241 3/23/82 FG324 20.8 100.3 93.7 7 1242 " FG320 20.8 99.6 93.0 7 1243 " FG318 21.2 98.6 92.1 7 1244 3/23/82 FG306 20.2 98.9 92.4 7 1245 II FG304 21.8 98.6 92.l 7 1246 ti FG304 21. 8 100.8 94.2 7 1247 3/24/82 FG319 17.6 106.3 92.4 13 1248 " FG315 21.2 99.3 94.5 9 1249 " FG320 20.5 98.3 91. 8 7 1250 " 315 20.5 98~7 92.2 7 SEE PLAN FOR TEST LOCATIONS 1Estimated elevation *SAND-CONE TEST, ALL OTHERS DRIVE-CYLINDER in feet **TEST FAILED, SEE RETEST SAN DIEGO SOILS .ENGINEERING,. INC. I I I I I I I I 1: Ir I: I: Ii II 1; I: I' Ii i ~r JOB NO.: SOIL TYPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 TABLE II LABORATORY TEST RESULTS SD1144-10 NAME: Carlsbad Research Center DATE: April. 1982 . MAXIMUM OPTIMUM CLASSIFICATION DENSITY MOISTURE (PCF) (%) Dark brown silty SAND 130.5 9.0 Brown clayey SILT ll 7. 0 13.0 Brown CLAY 113.0 14.5 Brown silty CLAY 121.0 10.5 Olive-brown clayey SILT 119.0 12.0 Light brown CLAY 102.d 21.0 Brown CLAY 107.0 19.0 Red-brown sandy CLAY 125.0 11.0 Light brown silty CLAY 105.0 18.0 Light olive-brown silty CLAY 110.0 16.0 Brown CLAY 102.0 2.1. 0 Brown "DECOMPOSED GRANITE" 129.0 8.0 Olive-~rown silty CLAY 115.0 16.0 Tan clayey SAND 121. 0 12. O \ SAN DIEGO SOILS ENGINEERING, INC. J COMMERCIAL/INDUSTRIAL ~ APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT ~ CITY OF CARLSBAD APPLICATION: NEW __ ~/ ____ _ (CHECK ONE) REVISED ---- ~~ Z-:kZi • Sig~of City Representative BUILDING P.C. NO.: ~ ...... <Joa APPLICATION NO.: 3/6 --------------3/ t?' INDUSTRIAL CLASS: --------DAT_ E: /-'l-81 APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL : · APPLICANT: Mmes (:JP.ID{ TYPE OF BUSINESS: LA ~E/<. IJ1/l-/-ll1FA-01llf?eJR APPLICANT'S ADDRESS: 1/}5 5. P/}C,/r/u 51/e/3£[. SAN A4/fl<?CtJS CA '?U09 ' (_61 ~) '7'1¥ ?060 B. WASTES AND PROCESSING: 1:1 Domestic Waste Only (Check where applicable) -. (-rf<.l!A1@) [Rf Industrial Waste Discharged to Sewer 1-1 Industrial Waste NOT -Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of - proposed waste): 0::::esrc: /S ~/Q<.,;/ 2); cz,:;~os-.!:1> .:,,c-8 c,~f /~ ~ #ey#-0 s-=~G.'7'",..,o;.,. oc'~s S-o~ ,..0, o, e..~ sc:id'-17"'..1~ 4-o ~1~ "I.a ,S-~~-r,,n:>;.., 1 ~/¥(£2::> ,d'Nh A/F-~?£2) 70 7:11 ~ c:::r;:.~-, z_ ,_6e-&:e ~e 414,../ e, ~.r~..W..:>v~ --Z::,_,,?,e')--:' -. . GENERAL DESCRIPTION OF PROCESS (If Applicable): ,..4c?,,p e7c:?4 c?,::::'e~4/.M/ ~~,,.::, ~s )i ~ ·..,¢~ ~e";r'.,,;?~ ,C.,,.t?S-.c---:?.c c?o~?oAJ,£"'A../rS", C. WASTES TO BE DISCHARGED TO SEWER: WASTE: (Check.One) TREATED: X UNTREATED: -- QUANTITY: AVERAGE ~ GPO (Daily) MAXIMUM 7-S: GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE-OF FIRM: /1,,1/Cf//1.E6 [)oRJ{kf --------(-Pr_i_n_t_) ______ _ TITLE: ~£~!/!IN~u;~ . · SIGNATUR • ~/414 _ · ~lA C DATE: _6 ___ :JA~Jv __ l ..._ 1f/ ..... l __ _ 2075 LAS PALMAS DRIVE CAR!iSEsAD, CALIFORNIA 92909-4859 Office of the City Engineer \[itp of <!tad~bab DA TE: JqiJUAIZy 9,J98Z ----'""'-'-";..;;..,."----~-I-;;----'"'--~ Mike Garner Encina ·water Pollution Control Facilities P.O. Box 1005 Carlsbad~ CA ~2008 INDUSTRIAL WASTE PERMIT APPLICATION NO. 315" TELEPHONE (619) 438-1161 Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. ~ ·~~-~~:------ roe: LLOYD B. HUBBS City Engineer LBH:SEE:lch Enclosure: Applic~tion No. 315'° C : [su.i ldin9_Department] Jack Thomas, Dept. of Public Works Linda Pratt, Dept. of Health Services ( . --~------... tuY: OM D;u,o (;tJcJN'1llf :t'NOIJS f'tZ!t&/,,, UJkJ&-rE fJPf'lJ(A Ttgy.J . ;r ~-' -3 - INFORMATION SECTIONS.FOR INDUSTRIAL 'WASTE DISCHARGE PERMIT · (Applicant's to Provide Following Information) A. GENERAL: (All applicants to complete this section) '. APPLICANT' s· NAME _ __.M...,e,...1..,1..,.e...,s___,._Gr"'""i::· o:::.:t=------------------- ADDRESS 435 s,. Pacific St. (street) San Marcos ·(city) CA (state) 92069 (zip) TYPE OF BUSINESS __ La;,a"""'s"'-'e"""r:.....::.;M::::ac:.::nu.:::.f~.a:::::..:c:::.:t~u::;::r~i~n:.cg...,. __ __:. ___________ _ LOCATION OF BUSINESS 2251 Rutherford Rd., Carlsbad, CA 92008 PERSON TO CONTACT Dennis Rex PHONE 744-7060 _.;;;..-"==,----,-...;;_ ____________ _ DESCRIPTION OF PROPOSED OR EXISTING FACILITY REQUIRED ATTACH A LAYOUT PLAi~ OF THE BUILDING (S) I.NCLUDING PLUMBING FOR SANITARY ·WASTES, AND LOCATION OF PRETREATMENT ~YSTEH, IF ANY PROVIDED. OPERATIONAL DATA (All applicant's· complete this section) (l) SOURCE OF WATER SUPPLY At~D' ACCOUNT NUMBERS: Service turned on NAME: Carl$bad Water District ADDRESS: 1200 Elm Ave. but -acct# not yet available as of Carlsbad, CA 92008 2/12/87 (2) NUMBER OF EMPLOYEES AND HOURS OF WORK: OFFICE PRODUCTION Shift.I Shift 2 Shift No Hrs .. No. Hrs. No. llrs. No. l'leek Dave:: 55 40. 45 40 --------- <:: -,+,,--1.,,:, Sunday · (3) MAJOR RAW t-lATERIALS USED Gl"ass, Kovaz metal (iron, nickel, cobalt alloy), Aluminum, Nickel " ' 3 Hrs. --- ( r - -4 - (4) RAW MATERIALS AND OR CHE.MICALS STORED AT LOCATION · (add additional sheets if necessary) DESCRIPTION QUM'TITY Acetone .11 Gallons Isopropyl Alcohol 230 GalloI).s Nitric Acid 30 Gallons Hydrochloric Ac;id 42 Gallons . Hydrofluorfo Acid, 1% 150 Gallons Cutting Oil 112 Gall9ns INDUSTRIAL WASTE CONTROL SECTION DEPARTMENT OF PUBLIC WORKS MANUPACTURER V.<=1nW.<=1f"Pri:: F,, 'Rno,:,rc, - : Baron-Blakeslee 'Atlas Chemical \ Atlas Chemical I . i Southwest Chemical Co. Shell, Texaco, Inland Oil LIQUID WASTE DIVISION SAN DIEGO COUNTY ' · '/(~. INFORMATION SECTIONS FOR IN~U;T;IAL WASTE DISCHARGE PERMIT I (t-f.AN~FACTURING. METAL PLATERS~ REGENERATIVE WAT_ER SOFTENER PLANTS, COMMERCIAL / · LAUNDRY, PLANI'S, DAIRIES, BOTTLING PLANTS, EGG PACKING PLAf..'TS, ELECTRO-MECH 7 PRINTED CIRCUIT BOARD MANUFACTURING PLANTS AND SIMILAR FACILITIES WHICH MAY GENE-· /[ t . RATE TOXIC, HAZARDOUS, OR OTHER DELETERIOUS \'IASTES SHALL PROVIDE THE FOLLOWING INFORMATION) ( B •.. INDUSTRIAL WASTES AND PROCESSES WI-UCB MAY REQUIRE PRETREATMENT PRIOR ro DISCHARGE. 1) DESCRIPTION OF OPERATION PRODUCING WASTE (ADDITIONAL SHEETS SHOULD BE ATTACHED IF NECESSARY) _Chemical cleaning (predomin_antly acid-etching) and r:insing of metal and glass components used in laser assembly. SUBSTANCES CONTAINED IN EXISTING OR PROPOSED LIQUID WASTE DISCHARGE Qualitative (Circle letters) a. Flammable -b. Temperature over 120 de.grees F 0 Toxic or Poisonous d: Toxic Gases e. Colored £. Odorous (i) Acidic or Caustic (pH under S.S or over 9.5) Quantitative: h. Saline (TDS above 500 mg/1) i. Sulfides j. Cyanides k. Radio active materials 1. Petroleum based solid oils m. Petroleum based oil n. Other ---------(Specify) For existing discharge -a:tt<!-ch results of chemical analysis. For proposed discharge -attach an estimation of concentrations of all pollutants in the waste discharge .. -------------·····--· -·--·· -· ~--... ---·---·----·----~ -----··-----·..;_ / /. ( 7(· -6 - / ,/2) DESCRIPTION OF WASTES DISCHARGED lNTO PUBLIC SEWERS (add additional sheets if necessary) . TIME TO DISCHARGE AVERAGE DESCRIPTION AM/PM MAXIMUM DAILY to RATE RATE AM/PM GPH GPM -~--~-· ..... ···-i A. Sanitary Wastes 6:30am to 15 10.6 5:00pm B. Cooling Tower N/A N/A N/A. Blow-down C. Boiler Blow-N/A N/A N/A down D. Process Wastes . --- NATURE OF DISCIIARGE (Continuous or *Intermittent) ¼ of total acid quan- tity (5 gal.) is 1% H.F. Solution 10 gallon da ily total diluted w/45 gal. D.I. 15% HCL Solution 4 gallon da Lly total 50% HNO~Solution 6 gallon da ily total D.I. Rinse Water 3GPM E. Other-Specify '. I I t I I I I *If intermittent, give frequency and duration. PROPOSED OR EXISTING ·PRETREATMENT SYSTEMS Provide details or design and. drawing. a. Sump, Clarifier, Trap b. Screen Filter c. Cyclone d. Centrifuge e. Grit removal f. Grease or Oil removal g. Chemical treatment h. Biological treatment (Circle Q j . k. 1. m. n. o. p. water, Ph corrected and discharged, 4 time i daily. - 2GPM 10 to 15 gallons at 5 min. intervals. I letters) pH correction Solvent separation SJ)ill Protection Rainwater diversion or storage Grind er over ZHP Air flotation Flow equalization Other (Specify) /: ;· I ( -7 - 3) DESCRIPTION OF ALL NON SEWERABLE WASTES, INCLUDING CHEMICAL COMPOSITION REQUIRING OFFSITE HAULING TO A LEGAL DISPOSAL SITE. Also indicate est~mated'frcquency of required hauling (i.e~ Pretreatment sludges, waste solvents, etc:) (Add additional sheets if necessary) DESCRIPTION· OF NON-SEWERABLE WASTE Freon "TF" Estimated F·requency of Haul-away 50 gallons/month ·-------------------------------·-------------- ... ALL METAL. PROCESSING, ELECTRO.PLATERS, AND ALLIED INDUSTRIES SMALL COMPLETE THE PROCESS DETAIL AND DISPOSAL METHOD REPORT F0Rtv1 (rtA" (Attached) f f ------~-,~ --- .• . ]j .-~ .. -.. ......... , ~ ... , County of San Diego, S555 Overlarn:!-~ Bldg. 1 f>ubhc \'io,ks D~pa,tm!nt S o· C" 971?3 an 1.ego. ,~ -_ INDUSTRIAL USER SURVEY / Note to Signing Of ficiJI: In _accordance \•,ith Title 40 o: the Code of Federal Ri,!ul,1:,ons Par: 4~3 s~c:,nn 403 14. mf,J:mahon and d.11,l pr,"!'Jiibl m this qu_est,onnaire wh1c~ 1der.t1f~e5 the nature and frequer.cy of chschar~:e shall be a:.,a,hbl~ to tile public \•,,:hout res!nct:::>n P.··:ii:t>.,;t·. far . conl,dential treatment of 11110:mat::m shall -be go'lerned by procedures specified ,~ t;O crn P:1r1 2. -SECTION A. GEflERAL INFORMATION 1. Staadard lr:J~striaf Cli!.ssificz~ion (SIC) Cod:! -for Primary Acti'.!1!y 2. Company Name Melles Gri_ot . _ 3. Maii1ng Address 2251 Rutherford, Carlsbad, CA 4. Premise address · 2251 .Rutherf·ord, Carlsba,d, CA 5. Name and° Title of Signing Official: --,---'-----------..,.---------- 6. Person to contact concerning information provided herein: Zip Code _--'-9_2_0_0_8 ___ _ Zip Cod~ -'-9 2_0_0,;._8~----- 7. Name-and Ti"tle: Dennis Rex Operation Mgr. Tele tJo. (619 )744-'Z.D.60 I have personally examined and am familiar with the inlormJtian :;u -itted in this document aqd attachments BJsed upon r.ry inquiry of those individuals immediately responsible for obtaining the in for tio reported herein. I believe thJt _the submitted information-is true. accurate ilnd complete 2 /12 {87 '· Date SECTION B. PRODUCT OR SERVIC~ INFORrAATION 1. Brief narrative description of manufacturing ·or service activity at premise address: Glass and machined metal parts __ are c_leaned, assembled, and processed in tbe mannf~cture ai' small lasers 2. Principal Raw Materials Used: _QJ.ass; Iron, NickeJ, Cabal t al 1 oys; copper 3. Process Catalysts Used: Solutions of Nitd_c, Hydroch] oric, and HydrafJuodc Acids 4. Principal Products or Services: Helium-Neon gas lasers for: various industries including bar code reading, reprographics, medical and metrology. 5. St2ndard Industrial Classification (SIC) Code(s) for all Process or Se,v,ces: • Product or Service St~ Code • Approximate Production a .... ---------'---------- b _____ -.---------'--------c._.:..__··-··;..._ ________ _ d . .c...·-------------- e. ---------------[ _________ _ SECTION C~ PLANT OPERATIONAL CHARACTERISTICS ·-·-.·: Process Used 1. Are major processes batch or continuou>? __,..!:<b:.Eac!::t-=c.!!h.____ ___________________________ _ Average number of batches per 24 hr. day: ~f-=o-=u:.::r ___________________________ _ 2. Are your processes subject to seasonal va:iation? _N:!,o~-----------,..-'------------- .lf yes. explain indicating month{s) of pe~k operation and products: . . 3. Shift lnformation:a. Number of shifts per work day ___ l ___ _ b. Number of wo·rk. days perweek--_..;;5 ___ _ c. Average Number of Employees Per Shift d. Shirt Start Times: 1st. 100 1st. 6:30am 2nd. --------------,--""--,---2rtd. 3rd. 3rd. Total ---------------"------- 4. Descri~e.any wastewater treatment equipment or processes in use: pH correction of waste rinse water 5. Describe any raw water t,eatment processes utilized: Reverse o_smosis and mixed bed deionizing for U I water production_ 6. Describe any ,-,ate, recyding or material reclaining p;ocesses utilized: JNi.1/'.JAL ____________________ _ 1. Is a Spill Pre~ention Control 2nd ·countermeas11re Plan preP,ared for !h? ,ac1hlty? lf!Yes D No · 1;i-ns·~.,er is yes. describe: BulJ<_ chemical_ st,orage .rac1.~1.~y -··'"''~-,..,~~"--'-~' ,_ _ --___ _ ' 9r sump to contain any spills and prevent soil and ground-water·contamination· / I I . SECTION 0. WATER CONSUMPTION AND LOSS OR DISCHARGE 1. Raw wat~r source (ci?y. county. other explain): -------------,----------------- 2. list past twelve months \'later usage lrom water b,ns: a. ist 6 month period. 19 8 6 . 4837 GPD Ccf c. Volume from other sources: ____ gallons per day . . 3. list water consumption ·within the plant: lype a. Cooling \'.later b. Boiler Feed c. Process· d. Sanitary System e Other ( Reverse-osmosis } · reJ ect1.on 4. list average volume of discharge or water losses to: Outlet a. Municjpal Sewer (to POTW) b. Stormdrain c. Waste Haulers d. Evapora lion e. Contained in Product f. land Application g. Other b. 2ifd 6 months period. 19 __ 5304 GPD Ccf Estimated Ave~age Voturne (gallons per day) · 1200 GPD 2250 gals. (25) 1'.;gpl~~fcfal-~';'Q e, 1800 GPD. . Estimated Average Discharge (gallons per day) ,5304 GPD In the ev;:nt or a discharge to ·storm drain or surface v.atercourse. do you ·have an NPDES Permit.?· O Yes ·~·-::.:o No If yes. Please indicate the permit number __ · -------- 5. List a'lerage water usage for SIC Processes i!~mized in Section 8-5 above; · SIC No. Brief Process Description AverJge Water Consumption (GPO) .. -·· ..... ...... _ ...... SECTION E. SEWER CONNECTION AND DISCHARGE INFORMATION 1. list plant sewer outlets. size and flo~v: (assign sequenti~l reference number to each' se~-,e, starting \'rilh No. l}. Reference tlo. 1 Sewer Size (inches) 4" Descriptive locati~n of sewer connection or-discharge· point Located· on West wa;I.l of building, approx. SO' south from north face of building Aveag& Flow (GPO) ~304 2. Attach a scaled drawing of the ind·ustrial complex sho·,,;ing location of sewer referenced in E-1 2bove and location of the SIC process described in Section 0-5. Show location or possible sampling points for sewers and SIC process effluents.'For reference and field orientation buildin2s. streets. alleys. and other pertinent physical structur~s should be in=luded. · · ------·· ------. ----·-. ·--------::::====:::::::=:::-··:::..:.:--··:.::...:,_--· -..:.:.::.:....:..:......:;;..~---;;;;;;;-;;;-_;;----------------. • t .. / SECTION F. TOXIC POLLUTANTS ltlFORMATION (. . "' ... 0 c :, z::' l: .. l 2 3 4 5 ,6 7 8 9 0 1 z "a 4 .5 .6 1. Piease indicate by placing an ··x .. in appropriate box by each l:sted TOXIC POLLUTArlT or chemical rn fable l. whe1h'!r :t 1s susp~cted to be absent. known to be absent. suspected to be present. or known tu be present in }"Our manufacturrn6 or service zct1v1,y or 1;er:era~ed as a by product which may be discharged. Also list any oth~r toxic;inB knn~·m or anticip.-!!t!d to be present in .thP. di,ch3;g~. · · TABLE -1 65 Toxic Pollutants listed In Consent Decree-and Referenced in 307 (a) of the CWA ~f 1977 .. . . ,_- TOXICANT OR TOXtCANT OR CHEMICAL 0: CHEMICAL ... COMPOUND. 0 0 co 0 0 ..., ... ::e COMPOUND ... ..... -....... -:::, ---o,-..,,-o::z:: zZ ::z::' ..,_ . :t::~ o:.:: ... :.:: 3:5 ...... 3:~ ..,:z:: ....... o.. ... a.en . :I!: o..-... 3:.., .,_.,. . f,l)c,> e>cn .,. .... o ... ... .,...,. Ov, .,. .... ::,co === ::, °" ::z::o: ~ ::, c> ::c = ::, 0,: en< :,,c:< cnA. :,,ca. u,< :><:< .,, .... Acenapthene X I 34 Endnn and m1:tabol11es X AcrolEfm X I 3~ tthylbenzene X Acrylonitrile X I 3o rluorc.nthene X Aldrm/Dieldnn X · 37 Haloethers X Antimony ar~d compounds X !38 Halomethanes X Arsenic-and compounds X I 39 Heptachlor and r.,etabohtes X Asbestos --X 40 Hexachlorobutad,~r.e x. Benz,ene X 41 Hexachlorocyclopentad1ene X Benzid1ne X "42 Hell:a::hlorocyloh~xane X B_erylltum and compounds X · 43 lsophorone X Cadmium _and compounds x "44 Lead and compoun-d; .. X Carbo11 tetrachloride X 4~ t,1ercury and compounds --. X Chlordane X 46 Naphthalene ;x: Ch!onnated benzenes X 47 Ntel-,el and compounds X Chlorinated ethanes X 48 Nrtroben!ene X ChlarmalkyJ et_hers X 49 Nitro phenols X .7 • Chlorinated naphthalene X 50 N1trosammes X 18 Chlorinated phenols X 51 Pentachlorophenot X '0 l .1 Chloroform X 52 Phenol X w 2-Chlorophenol X 53 P~thalate esters X n Chrom:um and compounds X 1_54 _ Polychlorinated byphenyls (PCB) X 22 Copper and compounds X ss-Potynuclear aromatic X l3 Cyanides .x 1"'56 Hydrocar_bons X 24 O_OT and f'[letabohties X 57 Selenium and compounds X 25 Dichlorobenzenes X 58 $river and compounds _ X 26 Dichtorobenz1dme X 59 2. 3; 7. 8 .• TetrachlorotJ1bP.n!O· X 2/ Oichloroethylens -X ·p-d1oxin (TCODJ X 23 2. 4-dichlorophenol X I 60 Tetrachloro:thyl=ne X 29 Dichloropropane & X -I 6_1 Th;ill!um and compounds X Oichloropropene X 62 Toluene X 30 2. 4-dtmettiylphenol X 63 Toxapt:ene X 31 · Dmitrotoluene X 64 T nchloroethylene X 32 D1phenylhydraz1ne X 65 Vmyl 61londe X 33 Endo;;ulfali & metabolites X 66 Zinc and compounds X l I .. II ! ' ! ' - -----····----------· -.. ---------------- ' ::,:· 3::: C) • ::,:, >,e· Jr. . - ,-or.chemical compounds in f-'l abo'le which are indicated to be "Known Pre5en!." p!ea-.;e list 2nd pro1:i(1e the followinzda!a for each: (attach additional shaets if needed} No known present at th;i.s time: 2/12/87 -· ESTIMATED ESTIMATED . ANNUAL LOSS TO NHIUAL LOSS TO ITEM USAGE SEWER ITEM· u;AGE SEWER NO. CHEMICAL COMPOUND (LBS)· LOS/YR. NO. CHEMICAL COMPOUND (LBS) lBS-./YR. ' -..:..~- - .. . ' -. . ~--.. ··-.. .. G~ P8ETREATMENT. Is this'·ptant subject to 2n existing Federal Pretreatment Standard? _Y_e_s __ - lf so. are Pretreatment Standards being met on a consistent basis? _Y_e_s __ _ ··For_ self monitoring of pH, No ,for self monitoring of heavy metals I • Are additional pretreatment facilities and/or operation and maintenance required to meet Pretreatment Staf)dards? .;...· --"N=o'-·--- lf additional pretreatment and/or operati?n and maintenance are rec:uired. list time schedu!e by which they will be provided: H. WASTES OTHER THAN DISCHARGED TO THE P0TW for those processes or operations which produce wastes which are. NOT discharged into City or storm sewers or to surface waters •. complelE! the following: (Use separate Form For ~ac.h Waste Stream·) 1. Waste Stream Number _______ _ 2. Description of process or operation producing wa.ste ___ _::.fr;:.:o~m~d=.!e::lgfl.=r:.l.e:::.a::.::s:,::e:.=r _______ __:... ___ _:_ ____ ___ 3. Brief characterization o_f waste --'F~r~e~o2_!:nL':1'T~F~"--~--...,...--------..:.---------'------- Annual waste production 300 frequency of waste production: · 0 other (specify) D.tons/yr. C8I gal./yr. D seasonal D occasional rn continual .. .. 4. Waste Composition a. Mer age percent solids _ __,,.__ __ % b. pH range 6 5 to ~---c. Physiczl state: £irl hquid. 0 slurry_-. -o'st1,1d6e. Dsolid, Dother (specify}--------------------------------- d. flazardous properties of waste: D flammable ~ toxic D reactive D explosive D infectious D ccrrosi'Je D other (,pecify] !>. T ransp·ortation a. Waste hauled.off site by O you Ekihers b. Name cf waste hauler Baron Blakeslee ltddress · 3596 California San Diego Street Galifornia C,ty 295-0041 State Zip Code Phcne 6. Treatment and Disposal a. Treatment or disposal: Don site Kl off site b. Waste is: fireclaimed O treated Oland disposed D incinerated D other (specify} ____________ _ c. Off site facility receiving waste: Name of facility-~--------------------~--'----------------- f acility Operator Facility Location --------------------------------=----------Street Ct11 State Zip Code 7. On S~te Storage for greater than 90 days N/ A a. Method: 0 drum Droll-off container · 0 tank O lagoon O other (specify) b. Typical length of time waste stored O days D weeks O months· c: Typical volume or waste ~tared D tons D gallons d. Is storage site diked? D Yes D No e. Surface drainage collection D Yes DNo • - ·-·-.,.___ Phone . --·· -. ' _, ' .\ \ '.: : ' , ' " ' ' ' r -· '. '-:r~ ' ' . ' p; ., . .,,. .. :('. ·'· I'-, .· ,., '' ' . ,. . , I ' '·. ~//'R#'' S'/-<°e"'fl /"Ge :0 ' ' '•, --~ '' . NO 3 8AO:;:/u;; · . :. '! ' ·,_ : ' '''' ' ' '' '' -, :, / , '/ I~ " • ,_f' .... I @ l..>'U- . ' :• 5E£ LEITE.If' or rcli'M/5510-'·7 ---- To Gli'Allf= . . er: l?tf/ ..1EYE,f'50,t' ?A!.OiJIA/RAl/f?uRT M6'R R4TE: ,;5'-c?5-81 It I ' .~· ' ',~·-',:' '' .. ' , :. '' i· ' ,. ' \, -\... , ' ·'\. . • io19 :,,,, -.· ' ' -' ' ' ' ' /,:· ' './ : ' ' ' ' -/· ./ :/ --...--....-c,. __ ,, "' '. ' . .. ___ ..,. _____ .:,_ ' / ' / ' ' '.,/ '•I·,. _/ ' / i I !. -,,..' / ! ,,,. ' ! ' ' -~:/ I -_ , ---- ' '' --· ------------------,. ,, \ __ _ / / ' ' _/ ! I I I i •. ./ ---1 ·t-' ' ; " . , .. ~, ·. • 1 . "'> . "41, ····" ·~.· ·,: ~· •" ' . '· , . ..:,.. . --lr-. r . ' .. ..I; --~ ---=-- > -· 1\ -~-; ' .. : :: i :·.:~ ' . r ;, •• \\ .. --~ ,., . .:.·1 . . , .. . • -,---. < i , } \ ' ' . . / .. ··1- ', •'" ....... '.~.i} <,\··-., " . \, ... -<· ' \ ' , ..•. ---- ·.·_;_ ·-,. -~----~-' --· --_ ...... ~ ;·· ---' '" ----',,- - ·.' . <r:"';:··· ,, ! -,\, .-.. : '. ·.i_ . ,' ·:)}\:_:. f - <.-. . \ --~ ·' .-• I ·,_, 't 'i ,- f \.·_ i ' . _,-/. / ' \·i,_)FY · \ / (Tog) , ; '·c--)',, (_ --••••• ~E j / EB f •1243 / . I I ,111, '" Santiago Formation Loma Fpfmation . Point Buried · geologic unit . ' Geologic Buried Strike contact ( Approximate) geologic · contact and dip of bedding Horizontal Strike and bedding dip of . Vertical jointing jointing Appro)(imote lo~ation 'Of ,. f l ',. \ 0 \ 50 100~ ..... ~_,..._~ ......... ~~ SCAL.E \fN FEET ~--·£,k' /:!:; ,,. 3:~; (_S,<5/i.'.,,vl~-rl/·/· ~-·· '~.·· sL.?e:; I!~..:;:· !>Oe .,r.,t.\ ~,,.f5:5:.?~-; ,t-?._·<';_' .. (t'.)rt~.:?C:'%' ~5'-.2C-..::...,/ --'7t:;e--;_-.:.'.';·~· ., ··~ \ ' ,J ' ' / i I I I i I , 1 t i I I I I· , ,• . I ./ •.. ' . ~. .. , .... ( ,[i..··.' ·C): ' ~ . ,• ....,),,,;~ . ,~~ : ' ~ .·: .. ~. ' ' ;;; ,' \ ": .. ... "' ., ••• > - j '· . . " ' '· ,/ ·' / . ' ' . ' '' y \. ' I ~:~--<: :!· •, )'>; ··,·· ' :-:· _,/ . ' · . .'','· 'jc·: .. ,·· • ./ ¥2-b' l4?¼{". . .•' ,,. . . ' ,.. ;r '. r . .. ·.,, .. -· .... ' -'. . ~-'., -:. '."" -, . _,._ ;: :~. . . I -_.· 'r1'. r-· ' . ::-... , . ' ' l . . ' •,. _.,. .~ -'.-:;-:-::: .. .;...,:.;_ ' ' ' ' ' ' .:• -, .• ; . . ' ,; . . . ·. -... ' . . 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' I . .. _I 5 ---I ----· ·--. -------•-·-·----I ' "!tf.J)I fl CAMiNC RE4L __ .1.VD PAI. 0,1' .;t,; _____ ----.-··--·---------·· ' ' ' . +--~_::_ _____ l_C4,t•INO fi:ftJ,L _Al ONG FE:NCE LIN€ -------·--· ' .. PECiSE 5ilRVEY LEVELS IR.S !6CC'-/) ---·-r---i -----. ----·-· '----· ' __ ___.___. ____ ,·,u,~ !/S.C t G.:3 I i I --·· --.. --------· . ' \ -~ D1T£ IBY ' .t:/EVISJU,S I l • ·----- \ I l ,. '1 ----------· RICK ENGINEERING COMPANY PLANNERS· CIVIL. ENGINEERS LAND SURVEYORS 3088 PIO PICO DR., CARL3f!AC, CALIF 9?.0C8 F+!O.'VE P!iWI.FE CONTRACT . . ' -I Lrl9T ll .. ·-- Cl TY 0 F CA r" I ,... r\~::, -f:.N G/{:;fJJJ!NG _QEP!BJ!:!.:. . i . 8 60 ' ' . ___._ ' GRADING PLANS rJ f r· ~ t · ----· ··------.. CARLSBAD TRACT -i-----------CARLSBllD 8E.S[/JRCti . --·-·--.. ·-- h?RO\·!c'D -~ [i ·--r., !------·---------------·-! -<, e.ci,. .. t, .. " __..........., :-z .,... ... 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' i .. , i • / •940 ' I r .. ---,--------_/_· -~-.· ;' ~ ' . ' , --, . I ' \ ,\l ; 21 ! ,! iii "'/ " .. " ,_, i -' ··"' I '<i ,, ' ) 1" I , I l \ 517 ; / / \ \ Kpl --- .9ez ' ' \ ' ., .. ~ '"' '-. . \ . "" -t\. 15'_--" If' _ _.,. \ ' ,. ; I \ ·J:, \\ '' $4LE5 , OF/:/CE . PAD . 319§ ,' ..-.v • !Yu 5'C41.E ' ' \ ,,,t'I \~ \" \ \ \- ; ·,.-{·:'" ~-.J -7 ' I -- 0 50 100 SCALE IN .FEET \ ~ ' . I I ~! ,,, ~- ~' --.._,; ltJi ws. Refer to .,Expla·nat:on on Plate I 1 ,j t i .I I l ' I ! I ' ; ; I i l ! ,. l ! i I I I I ' l ' j . 1 ' ( I i l I • . , i i . . . --.,_ ..I v·~· -~·,\'c··s··~''L. I,, .:r .·-.·,\,\\• ' ' ' ' ' ' I' : ' \ , ·;---;:--;-\ ~ \; ' ' ' ' ' ' 1' \ '· ' ,' \ ' ' < \ \ \ \ \ . \' • '-l ' • \ \ ... ·.· · .. \ '. ;, f ·_ , . . \ .. ,{ '. 1 ! -~ \. } -~ ' ! ' ' '' Ji;,·,'.; ·-:.f\/" __ , . r//·-. ·. l' . /_.- ,, 'j .· . /·~-.-·· .. -_ -......... ~.-/4-: ·,' ', ;-· I I / / \ i 'i ' --.L ' . l-' 1------'-4c-· ' ' . I I -~ ' . : I ,. '' 1 ' ,, ,, .. -., .. _ .. • ' . 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H t.OC.iil :JRO/N.,jA·c~·&. - ,·,,[ !/SEP ).•C 'n'/.';· P,0'.iPEc·, ,,; c'(!V15E[), H(Wc vf:;-,, THA 'JIIE UJT ?R p~,"'i ,,....R/:,4..,..•-t, .',.,·,.:.~·, l'lV ~,~.:;·-· •· :-:: ,:c ... ,,,.,/,'0<',:-~c, r' :,·.'.,J,Jf}IF r·-,Ju ;·,.J::-_ ..... ~ '-~ .. , '.,.,. -._.-_ ... , .. , '-·'·-·· .,, ·-I--,r,. .• /./·_;, Hf: 1\;'/,':--l,,::.J.': /"":,:~ /'1.· .. ;_ .. ,c.;:_n1_1r_ ... ;·o P)J:!,f:'!' /l ,,_ .. ,1j::_:Q. _-_.,;,1},'L'.~' c _ ,,., . .J ..,,,r,..,,L , . ,_ .,,_ ._ . ., --y···. ,. _ ~ -\. 1 ••1. _: C /."----: ,., _-:; .. ~ ~:' 11.~· 1: -, //_· C :~ CrV .,r_: i"-/-1 ,/ \ • ' . . ,. ' ' -~ ,, .. ·.-~: ' ' / ,,,,----, ., ~ 50 SCALE IN FEET l I· SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY PLATE: MAY 1982 9 ' j • i l · ! I ' . I '-' ' ,, --·~. . ~-,,...-,; NSI!<2LR ( ;-t·~.lIH: ' / -I I \ P'iivA:E . . ' . I -· ... -·- / ' ' f51-1>~77 ' CI TY '' ,-' (: ---r j) d''" ' ----f L ! j I L..J:NG/1£':~-,/\/G _ .. . -------f, l'"'-'--"1 :; ...... 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I ' I 1\ !1 '1 i , I I ll -<'/'J, --4-l../ I,,= c3 I I-~ I ~-- \ \ ' I ~~ ' ; I ' I i ' ' I I ,,., :'.) ---------------._--- SECTION .. " A - 3C4LE : h'tJR/Z. /''0 J/ E/r T 1"1=- i 0 so · SCALE IN FEET 100 on Plate I > ' ' AS-GRADED GEOTECHNICAL MAP KOLL COMPANY CARLSBAD RESEARCH CENTER, PHASE CARLSBAD, CALIFORNIA ~ SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY PL ATE: I I I