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HomeMy WebLinkAbout2081 LAS PALMAS DR; ; 83-370; Permit---~ ~---l I I Ill.. II) z 0 ~ a: j (J w 0 a: I[ 8 a: l&I 0 .., 5 ~ w z ~ ~ ~ z w IL :E 0 <J,. II) a: w "' CIC ~ tl 0 l hereby afllrm that I am licensed under I prOYlslona of Chapter 9 (commencing with I Section 7000)· of Division 3 of the Business I and Professions Code, and my license is in I full force and effect_ f lie No ______ Class I hereby' attirm that I am exempt from the Contrac- . tor's License Law for the following reason (Sec. 7031.5 Bu~iness and Professions Code: Any ~ity or county which re- quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its 1ss.uance also requires the ap-pllcant for such permit to file a signed statement that he is licensed pursuant to the provis[ons of the Contractor's License Law (Chapter 9 comm,:incing with Sectmn 7000 of Divismn 3 of the Business and Professmns Code) or that ,sex· empt therefrom and the basis for the atlegeCI exemption, Any violation of Section 7031,5 by an applicant for a permit sub- jects the applicant to a civil penalty of not more than five ITun-dred dollars ($500). D I, as owner of the property, or my employees with wages as their sole compensation, w1JJ do the work, and the struc- ture is not intended or offered for sale (Sec. 704A, Business and Professions Code: The Contractor's license Law does not apply to an owner of property wh_o builds cir improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend· ed or offered for sale. If, however, !he bullding or improve- ment is sold within one Ytiar ~f completion,_ the owner-builder wi/! have the burden of proving that he did not build or im- prove for the purpose of sale). D I, as owner of the proper1y. am exclusively contracting with licensed contractors to construct the project (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). 0 As a homeowner I am improving my home, and the follow-ing conditions exist: , 1 . The work is being performed prior to sale. 2. I have lived in-my home for twelve months prior to completion of ttiis work. 3. I have not claimed this exemption during the last three years. g /;;~,~~~;gt under Sec. _______ , B&P.C. ------------- 0 I hereby affirm that I have a cert1t,cate of consent to self·insure. or a certff1cate ot Workers· Compensation Insurance, or a cert1f1ed copy thereof (Sec 3800. Labor Code) · POLICY NO COMPANY 0 Copy 1s flied with the city 0 Certtfied copy IS hereby furnished CERTIFICATt OF EXEMPTION FROM WORKERS' COMPENSA TfON INSURANCE (This sec11on need not be completed 11 the permit 1s for one hundred dollars ($100! or lessJ 0 I cert1fy that in the performance of the work for which this perrrnt 1s issued, l shall not employ any person 1n any manner so as to become sub1ecf fo the Work.ers' Compe_nsatlon Laws of Calltorn,a NOTICE TO APPLICANT If. afte, mak1n;i th,s Cert, f1cate of Exemption. y()u should become sub1ecf 10 the Wo~ers· Compensation pr()\11S1ons of the Labor Code. you must forthwith comply wtth such provisions or this perm,! shall be deemed revoked 0 I hereby affirm that there 1s a construction fending agency tor the performance· of the work to, wh1Ch this permit 1s issued (Sec 3097, Civil COdeJ Lenders Name ___________ _ Lender"s AdcJress __________ _ ' I I I I I I r I l I r I I I I I I I r I I i ./ USE BALL POINT PEN ONl PRESS HARD CARLSBAD BUILDING DEPARTMENT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 QTY.I PLUMBING PERMIT -ISSUE EACH FIXTURE TRAP EACH BUILDING SEWER WATER H_EATER ANO/DR VENT WATER SOFTNER EACH ROOF DRAIN ( INSIDE) TOTAL PLUMBING QTY. ELECTRICAL PERMIT -ISSUE NEW CONST EA AMP/SWT1BKR l PH 3 PH OG EA AMP/SWT/BKR .1 PH REMODE TEMP PO OVER 20 TEMP OCCUPANCY 130 DAYS), TOTAL ELECTRICAL vO ND YO NO REDEVELOPMENT AREA YO NO QTY.I MECHANICAL PERMIT -ISSUE INSTALL FURN. DUCTS UP TO 100,000 BTU OVER 100,000 BTU RELOCATION OF EA FURNACE/HEATER TOTliL MECHANICAL QTY. I SOLAR -ISSUE COLLECTORS STORAGE TANKS ROCK STORAGE PUMP PLAN CHECK FEE TOTAL SOLAR APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ..:l,o(/ y NO PERMIT NUMBER ~--710 BLDG USE CODE / STANDARD PLAN# BUILDING SO. FOOT,.... _ I l/-1-Y~ I (:jl ,l,c!/8~7*5 :5 ~ li4 li:i1,lil (htJ;.4; 1,:js~·,4c ~ ~ " " Not Valid Unless Machine Certified SUMMARY/ACCOUNT NUMBER BUILDING PERMIT 01-00-00-8220 SIGN PERMIT 01-00-00-8221 PLAN CHECK 01-00-00-8806 TOTAL PLUMBING 01-00-00-8222 ELECTRICAL 01-00-00-8223 MECHANICAL 01-00-00-8224 MOBILEHOME 01-00-00-8225 MOBILEHOME PARK INSP SOLAR 01-0Q-QQ 8226 I STRONG MOTION 80-92-33-0519 : "'2-D, FIRE SPRINKLERS 01-00-00-8227 PUBLIC FACILITIES FEE 32-00-00-8933 BRIDGE FEE SCHOOL FEE · DISTRICT Carlsbad 80-92-21-0519 Encinitas 80-92-22-0519 San Dieguito 80-92-23-0519 San Marcos CREDIT DEPOSIT !__• ~- ~ LL >, ~ 0 0. E Q) t- -0 0 ('.) C Cll () 0. ~ ilh1 .:<: C a: ~ 0 en en Q) en en <I: I ~ _Q -a; >- Cl) en Q) () 0 a: Cll -:;; Cl §: Q) () C Cll C ii s C Q) Q) (3 0 u Q) 0. en C ,.. l. ,-............ r TYPE f I DATE I INSPECTOR BUILDING } l I '· <-::.·: (~·, •. ,.:c • ..___ ..,~ .-• • • • -~ -~i ~37c) · • ~ FOUNDATION : REINFORCED STEEL i I j : MASONRY O:U1511'.tE MGAg{,R" C(}Nc, FLOOR & CEILING .SUB FRAME I, SHEATHING D SHBAR FRAME EXTERIOR I INSULATION I INTERIOR LATH & DRYWALL ! t I PLUMBING 1 SEWER ANO BUCO OIPUCO : UNDERGROUND ~WASTE D WATER TOP OUT D WASTE D WATER TUB AND SHOWER PAN : GAS TEST I D WATER HEATER D SOLAR WATER ELECTRICAL I I I I / ,tf';I LAPG I f ~ 1012gfr4 ~C- ' I I D ELECTRIC UNDERGROUND ~(JFFER .l/0('2::f' r'f=-: ROUGH ELECTRIC : D ELECTRIC SERVICE D TEMPORARY D BONDING D POOL MECHANICAL 1 FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS REQ. IF I INSPECTOR'S CHECKED APPROVAL . r -. DATE 1---------------t------+--·-------+~~~---, D DUCT & PLEM., D REF. PIPl~G ,· 'I· . L ·I ' HEAT -AIR COND. SYSTEMS I -' t .1---_,;,---'----+-----1-------+-----t VENTILATING SYSTEMS I I ·, ->. )~ ' ~ ... INSPECTOR'S NOTES , ·,, , -1 1 ---.... ·. L::. < . ,._ .·· ., ·, .... L_' '1--•. , / " "./_ I -,;: ... ,,._ ;,. -.·, '""' ·/ ··~ l . \~<\ . .3\ -;::, ., --~ •, CALL FOR FINAL INSPECTION WtJE.N ALL AP~_R_OPRIA TE _-'\.\.':";: v ~-~.-:;.;. -· .. ITEMS ABOVE HAVf_ BEE/t,Af@l~Eu. '.;;_~-:.;,.'s,. ""<:, ·., , -. . .. , FINAL I I . . .. t--' __ . t-::--.:::--'-----:-r-:-----d--:----:::---+----s~~'---~~~::+-t-~~~..,,,,,,---~~--'--e--'''-.----------------1 '· ,,,, _ .. <"'·\l \, A>. ', . -... , PLUMBING ELECTRtCAL ~ BUILDING SPECIAL CONDITIONS --I I I I _L \ '-c\"'~".;;~.:,.::: 't---·· 1 .. .• ""\· ... ,::,; .. -, '· • .. , ' ' • ..,.;:,.=--,,~+----~;4ilJ~~ft..!~~~~~~~~&f!..!_J~~~~i2:___:.,-.J .. ~ ~t~~~~~::~::~><~ i\ ~-.~ ~,~·\ ~~ .. ,~~~~;__ -~~~\~. ~-~> -, \ \ :-· \ ,· ' "-....L... : .. ....1 USE BALL POINT PEN ONLY & PRESS HARD I ~ O I hereby affirm that I am licensed under provlslorie of Chapter 9 (ct>mmencing · with : I CARLSBAD BUILDING DEPARTMENT Ill ~ ~ :5 ~ c and Profeesfons Code, and my llcense'is In [ Section 7000) of Division 3 o.f the Bus.lness a:: full force and effect. !£ Lie No _____ Clas~ ___ ,_. __ _ 8 Cit ~ = :> I UI z g I hereby affirm that I am exempt from the Contrac- tor"s license. Law tor the following reason (Sec. 7031.5 Business and Professions Codf!: ·Any city or county which re· quires a permit to construct. alter, improve, demolish, or repair any structure, prior to fts issuance also requires the ap- plicant for such permit to file a signed statement that he is licensed pursuant to the provistOns of the Contractor's license Law (Chapter 9 commencing with Secti-On 7000 ot Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 70315 by an applicant for a permit sub· jects the applicant to a civil penalty of not more than five hun- dred dollars ($500). 0 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 ottered 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 himself or through his own employees, provided that such improvements are not intend· ed or offered for sale. If, however, the building or improve- ment is sOld within one year 01 completion, the owner·builder will have the burden of proving that he dill not build or im· fl(ove tor the purpose of sale). D I, as owner ot the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professi-Ons 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). 0 As a homeowner I am improving my home, and the follow-ing conditions exist: 1. The work is being performed prior 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. g M:r':i"so"'/r under Sec. _______ • B & pc ------------- 0 I hereby afhrm that l have a certificate of consent to sett-insure. -or a cert,hcate of Workers' Compensation Insurance, or a cert,hed copy thereof (Sec 3800, Labor Code) I I ' I j I I I I I I I I I z 0 5 z w ~ 2 COMPANY • I POUCYNO ~I ~y IS ftled With the Cit : 8 II> ix w "" Cit 0 ~ 1[ C Certified copy 1s hereby furnished CERTIFICATl OF EXEMPTION FROM WORKERS· COMPENSATION INSURANCE (This section need not be completed 1f the permit ,s for one hundred dollars ($100) or less) d I certify that in the performance of the work tor which this permit 1s issued, I shall not employ any person m any manner so as to become sub1ect 10 the Workers' Compensahon Laws of Callforma NOTICE TO APPLICANT If, afler mak1n, this Cert, f1cate of Exemption, you should become sub,ect l'J the Workers· Compensation prov1s1ons of lhe labor Code, you must forthwith comply with such prov1s1ons or this permit shall be deemed revoked 0 I hereby affirm that there 1s a construction lendmg agencv tor the performance of the wonr. for wtuch this permit 1s issued (Sec 3097, C,vfl CodeJ lencter"s Name ___________ _ Lent:ter"s Address ___________ _ I I I I I I I I I I I I I I I I I I I I ' I i ,_ QTY. QTY. PLUMBING PERMIT · ISSUE EACH FIXTURE TRAP EACH BUILDING SEWER EACH WATER HEATER ANO/OR VENT EACH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE EACH INSTAI,., ALTER, REPAIR WATER PIPE EACH VACUUM BREAKER WATER SOFTNER EACH ROOF DRAIN (INSIDE) TOTAL PLUMBING ELECTRICAL PERMIT · ISSUE ~ NEW CONST EA AMP/SWT IBKR I PH 3 PH EXIST BLOG EA AMP/SWTIBKR 1 PH 3 PH REMODEL/ALTER PER CIRCUIT TEMPPOLE 200AMPS OVER 200 AMPS TEMP OCCUPANCY 130 DAYS) TOTAL ELECTRICAL vO NO REDEVELOPMENT AREA YO N 0 vO NO QTY.I MECHANICAL PERMIT· ISSUE INSTALL FURN. DUCTS UP TO 100,000 BTU OVER 100,000 BTU BOILER/COMPRESSOR UP TO 3 HP BOILER/COMPRESSOR 3-15 HP METAL FIREPLACE VENT FAN SINGLE OUCT MECH EXHAUST -HOOD/DUCTS RELOCATION OF EA FURNACE/HEATER TOTlil MECHANICAL QTY. I SOLAR · ISSUE COLLECTORS STORAGE TANKS ROCK STORAGE PUMP PLAN CHECK FEE TOTAL SOLAR APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. TYPE CONST 3- OCC LOAD I FIRE SPA vO NO VALUATION PERMIT NUMBER ,4-coce t'~ ZONE PLAN 1.0, # I BLDG USE CODE STANDARD PLAN# f BUILDING SQ. FOOTAGE I ClA,;? I I a'J-it1,; -~o, ,,.,-, ... :. . , ·~· 1"~Jl., 1.ti/:Zb ,c. Not Valid Unless Machine Certi tied :·.~ ~L) .:;,.']·, SUMMARVACCOUNTNUMBER BUILDING PERMIT 01·00·00·8220 SIGN PERMIT 01·00·00·8221 PLANCHECK1ti! iO• t'.$,~1-00-00-8806 -6- TOTAL PLUMBING 01 ·00·00·8222 ELECTRICAL 01·00·00·8223 MECHANICAL 01·00·00·8224 MOBILEHOME 01 ·00·0Q-8225 MOBILEHOME PARK INSP SOLAR 01· STRONG MOTION 80·92·33·0519 FIRE SPRINKLERS 01 ·00·00·8227 PUBLIC FACILITIES FEE 32·00·00·8933 BRIDGE FEE SCHOOL FEE • DISTRICT Carlsbad 80·92·21 ·0519 Encinitas B0-92·22·0519 San Dieguito 80·92·23·0519 San Marcos 80·92·24·0519 LICENSE TAX 01-00-00-8162 CREDIT DEPOSIT • /0"'1:l·eB --, _gz u: >, ro 0 a. E Q) ,~ -0 1$ c <'I) .~ Cl. Cl. <( L .,;:i!' ~L'- 0 If) If) Q) If) If) <( I ;= .2 Qi >- rJi If) Q) 0 E a. <'I) iii a ~ (I) 0 C: <'I) C: u: C: (I) (I) & 0 0 (I) a. If) C: ~ .c: 3: , ... TYPE I DATE INSPECTOR . .. .. --. -' BUILDING I I ',, 83 -lf,~3 FOUNDATION I I FIELD INSPECTION RECORD I \ : \' REINFORCED STEEL ( MASONRY I I GUNITE OR GROUT I I FLOOR & CEILING SUB FRAME I SHEATHING D ROOF D SH~AR FRAME I I EXTERIOR LATH I REQUIRED SPECIAL. INSPECTIONS INSPECTOR'S NOTES INSPECTION REQ. IF INSPECTOR'S DATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI \ INSULATION l I INTERIOR LATH & DRYWALL .1 PRESTRESSED CONCRETE POST TENSIONED I CONCRETE i' PLUMBING l \SEWER AND BL/CO DIPL/CO I ;UNDERGROUND D WASTE D WATER TOP OUT D WASTE D Wi6,TER' FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY ,, TUB AND SHOWER PAN I ·, ~AS TEST I PILES CAISSONS D WATER HEATER D SOLAR WATER I ', ,, ELECTRICAL .. I /o ELECTRIC UNDERGROUND D )JFFER . I ROUGH ELECTRIC I D ELECTRIC SERVICE D TEMPORARY \ D BONDING D POOL I I I MECHANICAL I .. --. . . D DUCT & PLEM., D REF. PIPl~G ' '. ;· .. ; HEAT -AIR COND. SYSTEMS l VENTILATING SYSTEMS I .. . ' . I I CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA Vf BEEN APE'RO_VED. . FlNAL ----PLUMBING ' ,. . - ,. ELECTRICAL ' MECHANICAL GAS •. . ' : ,, BUILDIN.G · SPECIAL CONOtTION l City of Carlsbad 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 rJob Address Owner Mailing Address City Contractor Address .f:;, Tel. ELLANEOU.S. IPT ~-· MISCELLANEOUS FEE RECEIPT D D D D D • PLAN CHECK FEE ___ o_1_-o_o-_oo_-_BB_0_6 __ -=,..·-+---------------- ) --VALUATION _______ -....,-· ,1../-1,,..,.:.-;"-'' 1 ,:....)-~··· __ --,_ .• _·· -'--j-----,~"+--------t DEMOLITION ___ ·_·_···-·------~-/~·-+--------. HOUSE MOVING ________ __,/.__ __ +----------11 PARKS AND RECREATION FEE __ ~,__/ __________ .,. Tel. .. ',4 ., • _ 0, D //1 ,.:'.:/5 ;_,:· D City IZip . _, ., ,.· .. · . ,· PUBLIC FACILITIES FEE ____ -/ _____ --+--------11 / ,· { ·t / State Lie. _ • ... City •• , . -., S. Classif. ;.. , -·'< ., /' Lie. No. __ ,5// ?-D SCHOOL FEE -DISTRICT _________ -+---------1 ..,_ __________________ ..,,, Carlsbad ____ 7n.b'~------,11¥.-\. ___ --t-_____ ___ Encinitas -----.---.--'llllfa~~l'--,..---#-~-Ft-JfL,_ ___ t-------; COMPLETE FOR PLAN CHECK ONLY D D D LEGAL DESCRIPTION • l •/ ~} ;:.:, ..... ·: .., ___ ,.~,I. ~-.,.-:; / /1,'t. .<.._ ASSESSORS PARCEL NO ru= .. ~~., . >·(,· :· / -/ // / ----..... // ,-, ) i ,/ ,._.///,..- •. /)-;.>( ;7 J ·/, • I .I PLAN ID NO. DESIGNER ADDRESS 1 /· PHONE / ,l_/ CONTACT PERSON /·· ' -,( . "/\ / ' r,·,.:.J·v ./ / .• ·:~~:-G::t;/ ;-:--/ , i; i D n n n n n n / 0.l" )I --., / ' .. San Diego _(/"1--,,...__t""_-+' l~:".!w'"-------:--/1----+--------t San Marcos __ v ___ VXJ ____ )....__'t> ___ --+---------1 CERTIFICATE ?F OCCUP~------+---------11 / / .t'l> D __________________________ ___ D ______________________ ___ /-_,.,, r' .,··:,.?~""-~<-1 , /,,,-,·/t _ 1 D--------------------+--------1 " ' -,h~1 ; . •',1/ . ··yJ . -rd .c·:'. /' )' ":../7 j, .,.,f::;~-<;1n_ . /ji, . ' :0 1 <: '/-(/ ,-D ---------------------+-------1 ---------------------+---~---.... . / / ----TOTAL FEE $ *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: _______________ --,-__ ----------11 / ~ I <'ll,?_-··· Signature of Applicant--~·~··_..: .. _,f,_,. ______ Date _'_ 1 _/_'_ 1 .,..11_ 1_·~-'----------------------------11 White -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor 1/ . ' ' ~-~ ' -.. .. -.-. ' 1 City of Carlsbad -~ 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 D I lJ/ I .:I/ 1:.i34 i;.Li L wUUl .. lcl41J fu/\..i/ G:3 t L! 'r, ~ -" L:-1 f ., PARKS AND RECREATION FEE------+----- I D PUBLIC FACILITiES FEE City · ,/4 · ZiP,a ,,,,-,a Tel. { ... '<j.,J ~ 7#'JJY f 7)//JM5 o/' Z,//'~7 /4 :..,,, / D SCHOOL FEE. DISTRICT State Lie. ~ ,,-?7-7 q_ 7 City /J .2, //..-7 ---~~-----i----i -s. Classif. ~ / !--'£/ Lie. No.,?,-./// c:,-""' 1 D Carlsbad~------------+-------1 COMPLETE FOR PLAN CHECK ONLY D Encinitas--~---------+------ San Diego_-----------t----;-;-----11 San Marcos _____ --,-_ __,__ __ +----'._ .. _ ___. CERTIFICATE OF OCCUPANCY _____ -+------1 DESCRIPTION OF WORK ffe!#Jfj), )7 gJJ1--/A///1tf..... /Miu 5-. n / ,--------~--',-------t----------1 17 n n ---------------------. n'-'------~-----+'------+---------1 D~-----------------1--~----1 iPLANIDNO. ~.;~~ /3fSA ~ -------------~--1------,-11 DESlGNER ADDRESS ,57f;t/l,;? /:;.5 /h?t17?l,4CT~ 'D-------+., ----------"-'--+------I PHONE 11{.-5/3' 3 CONTACT PERSON /l;vf:,l./t:P7/'7'. / I o ,rG __ ----------+-$~J.,t~U .. .......,_......,.,..~,. --a TOTAL FEE / .,..I *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ,ISSUED. ARE FORFEITED TO THE CITY. >/4,/;,:i·~:,;;/. J~J ~ 1 COMMENTS: II . ,;: i~~ . -'lJ~ . h:' 1/ /,).·I_-~-::;;:,,· ~------~~~----------1 Signature of Applicant ,·1< • :-t~,,~ · -Date /§', ;r c•'-_"""::>~·---------------------1 '" · ·--" / -, I I . · White --=-Applrfant Yellow -Fi!e Pink -(1) Finance (2) Data Process Gold -Assessor APPLICATION FOR PERMIT _TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARL:SBAD ENGINEERING DEPART-MENT 438-5541 FOR APPLICANT TO FILL IN Bl./1.LDING ADDRESS . OWNER ·:., ,:/ ~' ~,) 1)1 .... • /f _1-_,; '. It;;-:·;;:,.l 1/1-/ /?! 'tp # ·-1-----_.::;_ ____ ..;..._ __ _.::;_;..:__;;__ __ --,-~ ..... MAILING ADDRESS CONTRACTOR CONTRACTOR'S ADDRESS NEW BUILDING .. :"· , : I.?", ·' ,, ... J '') • --,ii' -4. f t.. ' .. - ;·: /,/' ._ ( · ,/''c: (. -I I EXISTING BUILDING I LEGAL DESCRIPTION L~~':"f 1 REMARKS: LATERAL LOCATION ST. LATERAL NO, _______ INSTALLATION DATE---------1 t .,! ,/ J!v , ... ) ~__,,.,,,(';...:._ ..... ISSUED BY \,. --~ ·· DATE ISSUED I VALIDATION LATERAL CHARGE COMPUTA;r]ON STANDARD 4" (Max. H. 30', V. 10:)·_' ________ _ OVER 30' H. ___ @ fT. _________ _ OVER 10' V. ___ @ f FT·--------~-: STANDARD 6" {Max. H. 30',.'v. 10')-----'--'------'''-- / OVER 30' H. ___ @ .: FT. _________ .,_ OVER '10' V. ___ @ -FT·---------~ TOTAL CONSTRUCTION COST _________ _ SERVICE CHARGE (,REPAVING ETC.)_----'-------- TOT_AL LATERAL CHARGE.-~--------,/ .. ,; < ~ LIKJE.COST DATA .I'' .~/'·~· ASSESSMENT DIST. No, _ _,,,, ___________ _ ,,/ FRONTAGE ____ c9sT PER FT. ~~--TOTAL __ _ OTHER-----~~~..,."-------------- CONNECTION FEE -- NO. UNITS,.::: __ ,_.I __ COST PER UNIT_·~-' -TOTAL_-·_1~'-- PUMP STATION_.f'EES ,,,,....;o~T NO. UNITS ___ COST PE-Fl UNIT ____ TOTAL __ _ /"' /"'-,' J. r ;,·t . .,. f TOTAL CHARGES (LATERAL ETC.)_'--.:..,.' _1 __ -'--{~•_'. ._· __ _ WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD:_Permitter ~. o·j-~.~t-1J ~v'-Ix\~ REQUEST FOR INSPECTION RECORD INSPECTOR ___ _.fA'--"'124.,._· -1----"-- TIME: /--::--t-t--;;:---'----'----DATE: 0WNER ___ "l'--::--=5-Y--;------r';---7."f---=--------~------ ADDRESS_~P,~.U~--t~~~'.__--+:,U~q:_L-J,...!::t:Ji:A~~----.rk.12-t:1-~¥-1;:..,,_,:.-=J.'.__--- REQUESTED BY -'--.,__;;,__-'---~--------PHONE NO. --l,___,..,'-f:r---il~f'---'=----f---- BUILDING D FOUNDATION D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME 0 SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH PLUMBING 0 UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHQWER PAN · ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC SPECIAL INSTRUCTIONS ______ ~·.,,..-r-1-__.l\_l____,t-'----u=---______________ _ D Tuesday D Wednesday D Thursday D A.M. ~itp of (arlihab REQUEST FOR INSPECTION RECORD INSPECTOR -h~--1-f-A-,..-c·..,-:...--v:-:--------,,.,.--PERMIT NO. F :f_ 37o TIME: --- _________ DATE: k I OWNER _ ___,;..._"""""',---'---L..,.....o;.<-----..~---,~-----'--------------- ADDRESS~~....i.,l~-L.~--'-~,-.'-'l;i,,,:i.,.L_>J.-=...:.._..!.-~=----------------- REQUESTED-BY -t::;-;,,k7't;;.;;;;a,r-;;-.~~::r6~~~,--- D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAM D SHEATHING D ROOF D SHEA D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHQWER PAN . D GAS TEST d WATER HEATER D SOLAR WATER D FINAL PERSON TAKING REPORT __ ~"!""---- ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS_-'---------------------------- Rl/y For Inspection: D Monday D ~-D P.M. D Tuesday D Thursday D Friday November 1, 1983 City of Carlsbad 1200 Elm Street Carlsbad, California 92008 Re.: Permit No. #83-370 Gentlemen: ~s the Soils Engineer does not require mesh in the slab, we have deleted this item in the field. This change complies with the Soils Report #83-2771 by Geotechnical Exploration, Inc., dated August 31, 1983 .. Sincerely, Deardorff & Deardorff ~ SE 822 lID/sp ,, r •• ,, <ttitp of <ttarl~hab REQUEST FOR INSPECTION RECORD INSPECTO~n--H-"7""'ir------r-;.I-- ,(")-< ::) z TIME: -------=-- OWNER _~~~-;=:.~~~L~~i¢J:~q_---~'r--------------- ADDRESS_....a.~'-O.._L~~~~~LJ~~~~~'.S,.~/"t.~~~~--,----=,....--o,---=------=--- -----6-f,...A.~-#~~~~ PHONE NO~ l/38-e)..3.{, 7 -€!- -~~(._,,)~--< J..___.~()~_DATE: /C1 -;_ 7 D FOUNDATION ~ ~;I~~::~::T:TEE <t Jk ,J . D FLOOR AND CEILING SU~ JR~r. D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL D SEWER AND PUCO D TOP OUT PLUMBING D TUB OR SHQWE~PAN · D GAS TEST D WATER HEATER D SOLAR WATER D FINAL PERSON TAKING REPORT _____ _ ELECTRICAL D TEMPORARY SERVICE )6 UFFER GROUND /"J ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D FINAL MI SC ELLAN EOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS ___________________________ _ Rea~For Inspection: D Monday DA.~ D P.M. D Tuesday D Wednesday D Thursday .-:: ~' --,,.1 • .. ~ - GEOTECHNICAL EXPLORATION, INC. 27 October 1983 SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY Lusardi Construction Co. 1570 Linda Vista Drive San Marcos, CA 92069 Job No. 83-2856 Subject: Dear Sirs:· Footing Excavations Jnspeqion Proposed Commercial Site, Lot 7 Las Palmas Drive, 500:!: East of Camino Vida Robles Carlsbad, CA In accordance with your request, Geotechnlcal Exploration, Inc. has performed an inspection of the footing excavations at the above subject site. The inspection was performed on 26 October 1983, by our Staff Engineer. ~ All footing excavations have been advanced into firm, good-bearing soils in accor,dance with the requirements of our previously issued 'Report of Soil Investigation,• Job No. 83-2771 and dated 31 August 1983. The soil conditions observed during our inspection do not vary from this report. Interior spread footings have been excavated . to a minimum depth of 18 inches. The footing exc«;1vations have been cleaned of· the majority of all loose materials generated during footing excavations. It is noted, however, that footing dimensions must also be in conformance with the requirements of the structural engineer. The subject site has been graded in accordance with the requirements of th~ geo- technical investigation issued by our firm and dated 31 August 1983. A summary of our observations during the actual grading operation and a list of field density tests __ ,. ----- ta:ken during the actual iradlng -operatfcm· will be· in duded ·in_ our_ Gra_qjn_g Qf?s_er".'at!on _ Report which is in the process of being prepared. / 8145 RONSON ROAD, SUITE H • SAN DIEGO, CALIFORNIA 92111-2081 • (619) 560-0428 • .! 'V- Proposed Commercial Site, Lot 7 Carls bad, CA Job No. Z856 Page 2 If you should hae any questions concerning this matter, please feel free to contact our office. Reference to our Job No. 83-2856 will ensure a prompt reply to your inquiries. Respectfully submitted, GEOtECHNICAL EXPLORATION, INC. dauui ci) u ) rJJk Louis W. Watts, Project Supervisor W. La Monte, R.C.E. 25241 LWW/CWL ad(47) --· -·------·----------- _...., ~ \\'yi i"lan Testing Laboratories 20165 OUESTHAVEN ROAD ESCOi'~DIDO, CALIF. 92025 • (619) 744-0146 - COVERING WORK PERFORMED OREINF0RCED CONCRETE OSTRUCT. STEEL ASSEMBLY WHICH fH'0UIRED APPROVAL BY OPRE-STRESSED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINF0RCED MASONRY OPILE DRIVING O0THER ra AODRL!,S \. 2081 Las Palm~arlsbad NC:>. 1 of IFOR WEEK 1 ENDING 11 -25 19 83 ow R PROJECT NAM~ .. BLDG. PERMIT NO. I PLAN FILE NO. Palomar .ousiness Airport Park 83-370 CCH<57 R. MAT"L (TYPE,GRADE,ETC.) ARCHITECT Deardorff DL-:..:.IGN STRCNGTH ISOUHCE OR M.f'GR. 'ENGINEER -Deardorff ---DESCRIEJE MAT'L. (MIX DC51GN, RE-BAR GR ADC 8c MFGR.) GENERAL CONTRACTOR Lusardi Const. CONTR. DOING REPORTED WORK Structural Steel A615 Grade 60 .,._....,. __ 1\A~, ,=~- LAtl 'Rec"E:IV-1 ,,..., a 7 c.:,, ING CONSTR. MAT'L SAMPLES Electrode E 70 xx . Certified Welder 8265 -------- TILT-UP WELDING INSPECTION - Inspected joint preparati<;m, fit-up and welding of typical tilt-up panels. Certified welders were observed for proper welding procedures and techniques. Completed welds were inspect-ed for size, length, location and quality and unless otherwise noted were found in accordance with applicable details, sections and building specifications. Inspected the welding of typical tilt-up panels, .This report concludes the welding inspection of thi?. -· ... · 0e~~ucu~ ' :'O(!,. • ~ Ct,,,-..~ ~ , .... c:;::~~"h-0-~~=} ~ CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& •,:,o:,• ·r~"="· "=C""=t""-~rr··,1~~c-1---=-·-~-= ---,, ,-,-= c-r"'' -~'=1-.,;,..1 -;:-,••·· 'l"""i'"l1r • o,~,c:- ( :"'::"'" ,,,,,.,~. ·~~ ,. RECEDVED JAN161983 CITY OF CARLSBAD Build:··1 Department . . '> ~ · .. .. ', ~ ' ,_ ol-' -.-. CALIFORNIA LICENSE B1-180710 j ';--,-Date: January 2~, 1984 t:7v'-<' .J2,a f#/:f';fZJ rl-//M/; ~ f;y1~ Lusardi Construction Co. 1570 Linda Vista Dr. ~/~d,,_ San Marcos, Calif. 92069 Subject: llTC Certif'icates of Conformance Glued-Laminated Beams Job Description : __ ___,,,,5.._14..:.:0._-.n .... c..,.c=-.... Re...,va;..,,,..___-.....,P,..ac..,1...,· f.._j...,c.......,B~ec....,o ..... r...,d ... e..._:c__,_TT Palomar Airport Bus, Park Carlsbad CA Gentlemen: We have received many requests from Contractors for copies of Beam Certificate.a to expedite roof inspections. Ip an effort to help prevent costly delays we are sending the original Beam Certificate to the Contractor. The inspectors at various Departments of Building and Safety have received these Certificates in the past and requests from them will be directed to you. DUKE TIMBER COHSTRUCTIOH CO., INC. ~~/ ~~5 ~ne Enc. AITC Certificates 2841 Dow Avenue • Tustin, California 92680 • (714) 731-6666 ' •' . :\~TE OF TIMe.,.. ~, . ' <;p f AifC) . OF. ® z CONFORMANCE QUALIFIED LICENSEE HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. 1 are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A 190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Saginaw• Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. Jos·NAME: __ P_a_ci-'-· f_i_· c.....,......R_e_c_o_r_d_er_I_I ____ ~(D_u_k_e_T_i_m_b_e_r_C_o_n_s_t_r_u_c_t=io_n_,)'--______ _ JOB LOCATION: __ P_a_l_o_m_a_r_B_us~.i-'-· n_e_s_s_P_a_r_k~, _C_a_r_l_s_b_a_d-,_C_a~· ______________ _ CUSTOMER'S ORDER NO. 5140 / 1631 DATE 12/ 1/83 MFGR'S ORDER NO. __ BW_S_--'1=2=9....:.7_.:;6 ____ _ (. TITLE __ S_u~p_t~. _______ ADDREss Saginaw. Oregon DATE __ l~/_2_0~/8_4 ____ _ A/TC HEREBY CERT/FIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying With applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Stcindard in respect of any.specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected .and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Cert,ficate No. 0013 6 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION JAN 2 5 1984. DUKE: TIMBER © 1983 AMERICAN INSTITUTE OF TIM!;!ER CONSTRUCTION ,: SHEET No._l __ _ TTACHMENT NUMBER TO I TC Certificate of Conformance No. 00136 A ------Dated 1/20/84 Job Name: ___ P.;.... a_c_1._· f_1._· c""'. _R_e_c_o_r_d_e_r"--. _I_I _____ ......:..._"-------------------- Job Location: --,-Pa=l-=om=a-=-r---:::.B-=u-=s-=i=n-=e-=sc.::sc.-..:.:P-=a:.=r.:;k:...,-..:C:..=a:..:r:...::l:..:s::..:b::..:a::..::d:=..:,"--'C::..:a~ • .__ ________________ _ Customer's Order No. 5140 / 1631 Dated 12/1/83 Mfgr's Order No. BWS-12976 The following iqentifies the members and gives the basic specifications that were used on this job: Lumber Species: __ D_o'-u'-'g..._l=-a=s"--F.C...1=·r=----------,------------------------ Member Identi- fication Quantity SEE ATTACHED MEMBER SCHEDULES Size . . ---------- P-111 AITC Licensed Plant No. Bohemia Inc. Company AITC Form 18-2-65 ,@QUALIFIED .. Jla ."'I LICENSEE if~ --~ Combi- nation 24F-V3 Adhesive Type Ext. 1/20/84 Dote Appear- ance Grade Ind. Camber erb McKillop _Supt. 1., p I") 5 I • -• © 1965 American Institute of Timber Construction <)111 12 13 ~ , (") 114 *** MEMBER SCHEDULE *** JOB# : ·12976 •' · · (UNSORI'ED) NAME : 'DUKE ·TIMBER ·CONSTRUCTION· ·•• · · · · LOC'N: ·PACIFIC ·RECORDER IL • · · 'CARLSBAD; ·CA; -'' · '· • --' DATE: 12-30-83 • · --· · · ""PAGE: ·· · • ··TUF · · · 1 -----------·------ .., ~sf P.O.#: ·1631 · •/ · ·5140 ·.-· · · · '· · '· , .. --'' ·,·· 16 C) 111 18 '. "# I . 'L' t ·PG· t' 'G' t .. F' t . -s, tM.lffil<# ... !No. '~ '"" '"-'-FINISHED'SIZE_,. --. -'. -. t" 'CAMBER--.• 'TABLE •... ·C#. ·CL·-I BILLEI'ITI'L ·BLT· tI.l\Ms t ·FEM· -I TrL ·FEM!APPR"'WRAP ·SFAI:., ' I I I I I I I -; / -I /. \ I --I I I ----. . ---. -_-----------==-----~-- 11 19 , . ., -__ ) 120 21 I I I I !B-1 • I 61· 5 1/8 X 25 1/2 X 45-9 •I 2.250(1395)·24F-V3· I I 1--1--n3-=2 · I 2-r-s 1/8 X 24 X 45-'::f • 1-2-:-50U(T256r'-24F=V3-- I I I I IB-3 ·I 61· 5 1/8 X 28 1/2 X 64-1 ~!SPEC• 24F.:..V3· l · I 2 l•.5 •!SPEC• · 24F-V3 • · 1 I 45-11 r~~780-71 17 I 827 I 4962 I IND• LOAD·END· -~---_ 1-45:;;i-r 1·.-,34::;-s-1--·16·l---77g-"1"--1sss l·IND--·------- 10 ·I 64-3 I• 1220-9 I 19 I 1294 I 7764 I IND 10 ·I 64-3 I· 1220-9 I 19 I 1294 I 2588 I IND 2f 31 41 I I I I IB-4 1/8 X 28 1/2 X 64-1 ----------'--------'----_:-_____________ -----..... ----------- 22 ~) 123 24 ,1sf , .. I t_) i2s I SI I I I I IFB-1 • I l I· 5 1/8 X 15 X 30 ·I 1.000(l350)·24F-V3· 30-21• 301-Bl 101 3201 320IIND ~-----· -~·· -- (- i31 0132. I '33 Q i::··------------------~-----~------~----------------- . ' -' ~ . . 137~, =======~~~~=--==--=--=----_-------------·----'\ u•---·-• l_)!aer 39 :: 40 ()141 42 ;---------------·-------.. -------------~---------------------------------------,----,,-----,------,-,---------------------------------------------43 () 144 45, - ,46 (.) 147 48 ~9 I• Qlso'·~===~~===;;~ ·15122 1 52 0 53 .. ' ·:._ .. , '•,' 541 REl'-1ARKS: 24F..:.V3" 'DF. ·• · · · · · ·· ' '·· '·, -, '·, '·· ., • '~ .. ·· ., ·· --· ---. ~ ' · -, ·• ~ ~ 01:::::·~->>;· ·, . '. '., ., ~ ., , ~: -~~~::-:: ·; '' ., 1 ,--·~ .• ~~~~,~ ~.;: ~ ~: ~ ~-~ ~; ~ ~ .~~~-~~~~.' ·~ ·10." ·~ ., ~ '.,~ ,.12~ ~ '. ~ ... -..... "' ... 4 ... \ ....... , ... ~ ' · 'IDI'AL • · · t 1 · '· ·17192 · f --------------------------· ------· -----.... ---·-1 -·2···9 1··5 •-;571"·' ---..;,---,--,.--=--,---~:::,:-,,,._,....-,-,--,-----,..-.---,----,,--.------,,,.-;.. ... "-·-·-. · PAGE-:-'rol'ALS-l , .. · n • '17 · I· I;··.,·, ..... '"Q~j ~ "~ ,17.1g2 .. t c • • • -~-~ ··_O 'f '.;,., ~ .. , "''' ··o' t ~: ·· .. .: ~ ~-~ :·_o-_[ ii?-\ GR&"\ID~ rorALs f · · 11 · I· !· · · · • • · , · o · t -·· , , 11192 -t · · • · · -· • o · f • --· • • · o ·· t -· -· -. • --·o · I --~ 4-. ________ ....,. ________ -·-----..... -..---·-·----- t ~--;-~--:i1i92: I------------------· . ··--·--·---------------~ ------- 1/ . i ------1 \ l ~ ; i ~~ t:;~ '-1 E~GIL CORPO.RATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO, CA 92123 . , (61.9) 560-1468 ,: .. 83-370-,a,-,;~ ··a ~ -:lf,/"/iLi0?,912 ,#R/Jo/2/-fos· rfZ_. ,,1;~~_ ... :·;;·, j!. ,,,{~,,--··· ? r 7 <.,., t? I •·' '·. ~· , \1:i· '~l-•• ' ~. ~. . :ti ;_ ~'i.-"r'J~ : ·,;· /~~mt/~ ~t./B8~0'bi_y CcJmJ?L,1 Wl'--rf.J -:th &-Coo&S. ~ Vfll-~ uJ sh ee:/-[/9-77?~) /2m;87e.Pi H/f · f?t>JhU ·cAed· ~-e--W k (17&1D~ ... .. ,, : :.·,·, .. _._ i'? . ' ' (' < ~ • ,,-·' - . • ... ' . ~ .. :~ ~: .·l-·:.. ·.• l ••• ''. '. ' \ . ! .. . •.. i--~-l \\f. ~: ~ , . .:.f~~z;~~:,:.~.;.w;i..,, ·--.. _,,. · -"-•~«-.-s~-.o--· -~i,'.2~ >} I ..--------~ -------- . --~- ,• ... ,· Pre~d-b_y_i C Bldg. Dept~ ~>:.:> ~ VALUATION AND PLAN CHECK FEE C Esgil ~];• ·-~~~:c:n~~~::_3_-_.3_~_0_-_RL_ev ________________ _ f,,,, .. ,,., APPLlCANT/c·oNTACT _______ _ PHONE NO. --------- :._~-/.:.!_·t:/ ,;,::.:.,,'. , . . ' , ..... ~ .. ·"·"'-: ,,;, ·--. -~ ··--·1-.• -.--· ;) -~::_ . '.....;:,,. ... , . ,';."\·,;:, _: '~ ~ ' '.~ ·-.. '• .' r,,' .._J,. BUILDING OCCUPANCY --------DESIGNER PHONE ·-------CONTRACTOR PHONE ____ _ TY-PE OF CONSTRUCTION ------- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER /4-7,-7Zn. ~Juhe~ ~ ~ a. I , . .7-/L 1rr~ .J /½~ ad ~e~~ r -~El-~~ . J'~ ~ rJ)~,,, ~ r' J.,-p F ~ / ,;:::: C-5!6~ .. a ' Air Conditionin£ . Commercial @ 2.80 Residential ca 2.40 Res. or Comm. Fire Sprinklers @ 1.50 Total Value fee Adjusted To Reflect D Energy Regulations N~ x l .·l) 0Handicapped Regula~s (Fee x Building Permit r ee $ /l/, ll-I ~t:,,1} e,//~9'e) Plan Check Fee $ {J tfr5htJtJUJ CCll/ed1f 77,58 ~ 1.065) s $ - ns8 '- : ·, .. -v~. ·)\~, ~:~~,:-~1! . · ~11 -~--·Ji • • .[ ,'~I ,· ~. -.·: ~·t~I • -~I ··.,. ~· ~1: '-,~?(_~-:)1: ., . ~-:_~<fi1 ..... --~ .--.~-;~: .;i~r . '• -:~( ' ~ --.. ~ -:1"1 ~~ • ;<:::: JtiRISDICTION: _______ DA'.J'F./&/;7/g,3 i'?".lJECT ADDRESS: .f?tP8/ }_lf,S /lrfJ-m,95 'Z}i/2, TO:_ ~!.ICJWC PLAN CORRECTION SHEET Plcln Ch,,ck No. 83-3 ~ -)2L:::'?/, f•1t•' plans r,:icci•rnd by jurisdiction /&, /; tl.\tc plana received· by plan checker..;./4.;::~;;,.:.,.,;../~~..:.:::; nata in1tial plan check completed l2£7b-;;;!j'__YJ1 , ----/mJtt: f?f'P/-o'P_?72,9r,Jt;-z_/.s ,11-"Je,,•1-n1 I/ /S 5u '&- f'fiREliC1RD: P'LEASE llF.AD rlan check is li~ited to technical requirements c~nta1ned in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations· enforced by the Duilding Inspection O~partment. You may have other corrections b11sed on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or cha·nge. All circled items have tc be satisfied before the plans will be in con£ormance with the cited codes and regulations. Per Sec, 303 (c), 1979 Uniform Duilding Code, the appro~al of the plans does not permit the violation of any state, county or city law. ·(3) yr" Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to ~~he jurisdi·ction, tc.: (2$,Ct:)t;P?: . . To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. E-'X' CeZ:::--V..S / ; !t:; CJ c5t:~--·Z-'330.::.. C;;)r------.. ____ (".S9::, 2-"B_3<?~-:h)_. -----1 /lnlO tu e.!fiL gµtoe.s --no-r- ,,ee 'J/Z&-0 C5"et:::, 3 ao~Ca)) · f /l~On1e-/2-oC#eC):::., C..91U .ae- n7fl1--0&" ..9:r-Coei,rfe4 t.v 1-rl, CJ-r1v--/e,, Drpe/ll&r~/ 0/1./c.e--Gfd v :z;<=:-c:,..,<,01:::: l,,t)t-M-r-yo v w 11...,t., De) , ,, t ' ' I I l /~ rl,;-ne;J..S -S4dBSn:nt.}-n n-bi.y Ct:)mfPL,1 w/rt~ -:th&-CcJoG:S. ~ Vfll-v;g..puJ 8 heel-r:;!h7?~) /2t,::SZ,/he.P1 n,1 j r/7&1-hU dee.I:: rf:nr 7Z1 k tf 191:D · ·'-._'._.· _______ .. . ' •.. ····-1 . i . ' I • I . . ... ·j .· . . . . :.-:=: ...... ·:.'·"1 . -, ' ~···:, ': l • ~ ,, '' .. _._., t , ' • > ~"' •• ),_,,,_/~c,"' :: \,.'•,,,, ... t:-,t"J;.:~:: ,-,,, •'-'-. ' ' ' ., -~ . _·(·; .. , . • 'r -...... VALUATION AND PLAN CHECK FEE PLA!f' CHECK NO. 83-370-/Zev o Bldg. Dept. C Esgil BUILD.ING ADDRESS ____________________ _ APPLICANT/CONTACT ________ PHONE NO. _______ _ BUILDING OCCUPANCY DESIGNER PHONE ------TY-PE OF CONSTRUCTION CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER . ,• -~/L ?Zn ~Juheck // 1.rrk..:::.-: a, ~ ,J 11 • < .ti ~ .. ' 7 /~-~ a2 -sie'-U~ I( -= ~8'-~~ e.:5~G. ~ ,, :_·.-:~J~/f ~ t1),dA~ II~ r;f -~~--, :.., / -::::: CS::~t:, ·8 . Air Conditionin£ . Commetci_al @ 2.80 Residential ca 2.40 Res • or Comm •. Fire Sprinklers @ 1.50 Total Value f' e e Adjusted To Reflect O En e r.g y Reg u l a ti on s N~ x 1 • 1 ) 0Handicapped Regula~s (fee x Building Permit r ee $ /1/, ll-I ~~//} C#aA/?e) Plan Check f _ee $ (! rlr ::5fttJtlUJ Cbl/ed;f 71,$ -nsa 1.065) $ $ COMf·IENlS:7#/.:5 ~/3 S../,-;Jr7/4__£ PVf ClS 14-/J?./fU(}/c "/!Jo C-oS+-'' ~Fl1U c i-:h?wc;G", :z, t.:?/t:J i.. Vt:-V 1 !Viv 9't.J/ -1-e-I+ :OQS,7>1 dan7 e 8/4/82 ·.· .· ,. ,. r., ... . ' . • ~1 . ·. . , ''. :11 • • ·-~·-1 •. : ··_,.; j ' -··, ) * -..;;...·-:~.f:·---.... -~- E~ ~· ST:ATE .BUILDING CODI (Part 2..Tltle 24. CAO.) Chapter 2·33 Stairs, Exits and Occupant Loads Aw~ 1CM>5,82 r--;;J __ ,, Adoption Table 2-33A, page 129. Add new "X's" to indicate agency adoption of new subsections as follows: 2-3303ii) lA ....... .. . ......................... . 2-3303 i)lB ............................... ·--------==:.:_:._-:, 2-3306 a)._ .. ___ ........................... · .... _____ .. . ~~t~1· .................................. _ ................. ____ , 2-3306(c) ....................... _____________ _ ~!~~i·=·······························------· 2-3306(d)2 .................................................. , ________ _ 2-3306(d)3 ............................. ___ .................... ___ ................. . 2-3306(d)5 .... ·----·---················---............................. . 2-3306(d)7 .................... , ______ _ 2-3306(e) .......................................... ___________ _ 3306(f) ................ _____________ _ 2-3306(g) ......... _, _____ . 2-3306(h) ..... -............................. ___________ . SFM X X X X X X X X X X X OM HC X X X X X X X X X X Sec. 2-3303, page 133. Add a new subsection (i) to read as follows: (i) Change in Floor Level at Doors. I. Thresholds. A. The floor or landing shall be not more than ½ inch (12.7mm) lower than the threshold of the doorway. EXCEPTION: Section 2-3303(i)lA shall not be enforced retroactively by fire officials. B. Change in level between ¼ inch (6.35mm) and ½ inch (12.7mm) shall be be·.-. eled with a slope no greater than 1:2. Ghange in level greater than½ inch (12.7mm) shall be accomplished by means of a ramp. NOTE: See Section 2-3306. Sec. 2-3306, page 134. Change to read as follows: RAMPS ::_ Sec: 2--3306. ( a) General. Any path of travel shall be considered a ramp if its slope is greater than 1 foot (0.3048m) rise in 20 feet (6.096m) of horizontal run. NOTE: The State Fire Marshal has not adopted 2-3306(a). The State Fire Mar- shal only enforces the provisions of 2-3306 for ramps used as exits. (b) Width. 1. The width shall be as for exits. Ramps that also serve·as pedestrian ramps shall conform to Subsection 3306(b)2, UBC. 2. Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more shall have a minimum clear width of 60 inches (1524.0mm). Ramps serving Group R Occupancies may be 36 inches (914.4mm) clear width when the occupant load is 50 or less. All other pedestrian ramps shall have a minimum width of 48 inches (1219.2mm). (c) Slope. 1. The maximum slope of a ramp that serves any exitway, provides handicap access or is in tl\e path of travel shall be l foot (0.3048m) rise in 12 feet (3.6.58m) of horizontal run. ·. (d) Landings. 1. Landings shall be provided at the top and bottom of each ramp. Intermediate landings shall be provided at intervals not exceeding 30 inches l-:1_ ~ "! I Rev.10-0M2 STATE BUILDING CODE (Part· 2. Title 24, C.A.C.) Ernerpncy Supplement ·(762.0mm) of vertical rise and at each change of direction. Landings are not consid- ered in determining ~e maximum horizontal distance of each ramp. NOTE: Examples of ramp dimensions are: Slope 1:12 1:16 l:2n Mu. Rise (in.) 30 (762.0mm) 30 (762.0mm) 30 (762.0mm) Max. Horizontlll Projection (ft.) 30 (9.144m) 40 (12.192m) 50 ( 15.240m) 2. Top landings shall be not less than 60 inches (1524.0mm) wide and shall have a length of not less than 60 inches (1524.0mm) in the direction of ramp run. 3. Doors in any position shall not reduce the minimum dimension of the ramp landing to less than 42 inches (1066.8mm) and shall not reduce the required width by more than 31/s inches (88.9mm) when fully open. 4. The width of the landing shall extend 24 inches (609.6mm) past the strike edge of any door or gate for exterior ramps and 18 inches (457.2mm) past the strike edge for interior ramps. , 5. At bottom and intermediate landings the width shall be at least the same as required for the ramp. ~. Intermediate landings at a change of direction in excess of 30. degrees and bottom landings shall have a dimension in the direction of ramp run of not less than 72 inches (1828.8mm}. 7. Other intermediate landings shall have a dimension in the direction of ramp run of not less tha11 60 inches (1524.0mm). (e) Handrails. 1. Handrails are required on ramps that .provide handicap access if slope exceeds l foot (0.3048m) rise in 15 feet (4.572m) of horizontal run. A. Hand- rails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 30 to,34 inches (762.0 to 863.6mm) above the ramp surface, shall extend a minimum of l foot (0.3048qi.) beyond the top and bottom of the ramp, and the ends shall be returned. B. Handrails projectmg from a wall shall have a space of not less than l ½ inches (38.1mm) between the wall and the handrail. The grip portion shall be not less than l¼ inches (31.75mm) nor more than 2 inches (50.8mm) in cross sectional dimension or the shape shall provide an equivalent gripping surface and all surfaces shall be smooth with no sharp comers. EXCEPTIONS: I. Handrails at ramps immediately adjacent to fixed seating are not required. 2. Ramps that require handrails and that serve one individual dwelling unit in Group R, Division 1 or 3 occupancies may have one handrail except that such '\. ramps open on one or both sides shall have handrails provided on the open side ~ or sides. 3. Curb ramps do not require handrails. NOTE: See section 2-7103. 4. In Group I, Division l occupancies, ramps shall be provided with handrails. (g) Surfaces. The surface of ramps shall be slip resistant as defined in 2-3323(a). (h) Wheelguides. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10 feet (3.048m) in length, the ramp shall comply with one of the following requirements: A. A guide curb a minimum of 2 inches (50.8mm) in height shall be provided at each side of the ramp; or. B. A wheel guide rail shall be provided, centered 3 inches (76.2mm) plus or minus 1 inch (25.4mm) above the surface of the ramp. ~~A Q. '1.f ~; _;,.. . ;;) :'?,(.; . , '·.·:, Dates/~/!;/~ Jurisdiction ~g~ Prepared bys ~ 'VALUATION AND PLAN CHECK FEE o Bldg. Dept. 0 Esgil . . - PLAN CHECK No • 83--B 7 c:9 -Wt), rk;.c.ers..:s r-:;E5 e /2½';voic r1-1:1 l' b--;:;, BUILDING ADDRESS 2.cJ/3/ L,~ ?_rr..1-M?~ l}te' APPLICANT/CONTACT ~kJ/~So',1 PHONE NO. 74L/---313 3 BUILDING OCCUPANCY_______ DESIGNER PHONE --------TYPE OF CONSTRUCTION______ CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA -VALUATION VALUE MULTIPLIER /ff! IV/ M-/ d I# / µ,z, rZ>. ,L£ :Z . ,,I/_,// ufih-7 /., '/au Ghk. 4tZ. J.J.L/ = ~c>S-. I -8 I - Air Conditionin~ Commercial @ 2.80 . Residential (cl 2.40 Res. or Comm. Fire S'Orinklers @ 1.50 Total Value fee Adj.usted To Reflect 0 Ene,gy Regulatio~~ J.l) ;;dicapped Regulat·ona (Fee, 1.065) ,, ' Building Per m it fee $ / ,. I Plan. Check f ee____,,$'---,----S:=--_3_,_0_5..;:;r--';___ _______ -,-V..;,.~::..+---· __ _ COMM EN is_·--------------------------- 8/4/82 ---. _-~ / .. -~- ' <. '• . .:: ._- ,, , ... ··-. ·-' .. ~ .. : ' .. . , . 't' · ... ~-·. •, ... _' ,."'··'· . • 'I-' • •, ·-· ------------~--------::;.;;.;;::.;;;: •, .~ ·-·- ?a~e,-lcf,3_ - _ Pre&.6. _ by_i _ · VALUATION AND.PLAN CHECK FEE c Bldg. Dept •. 0 Esgil ' . --.. ···•-..:. . PLANri;!"HE~K NO •.. 83-370 ~ !?av . -BtrI~IN(r ADDRESS __________ ...,._ __________ _ -_:_ APPLICANT/CONTACT-_· __________ PHONE NO. _________ _ , BUILDI_NG ·OCCUPANCY _ DESIGNER PHONE ------TY-PE OP-CONSTRUCTION. CONTRACTOR PHONE ----- ,' -' BUILDING .PORTION BUILDING AREA. VALUATION VALUE MULTIPLIER .. ' b:SG/L 72'9: t;,JChed /; a ~ rrrA...~ J ·-.. .. /~-~ ~ -s'e'-UG ~ ~3'~~·t; - &i'!:5~G.. I 1'1},d_, ~ ~ Che::e ,k,.~ . ·-·~ / -;::::: -CE?.t::<t. '!::!: nsc1 -a . . . Air Conditionin£ Comtnercial @ 2.80 Residential .. @ 2.40 Res. or Comm. -. Fire .Snrinklers @ 1.50 -, Total Value l. -. -, ., ·.J_". . , ... .. j ~--• . -- $ $ .. : -: -. -·~r . -._ ... _ ·y . ,· ... .. POOR . . ··QUALITY· . } . P· i f. ·· ORIGINAL S t . . I . GRADING __ CUBIC YARDS ~ /MRU~JNER ;WTIFIED __ ' .. -~--·· ! / / /' INTERDEPARTMENTAL INFORMATION SHEET ~~ECEIVED · BUILDING DEPARTMENT DATE: AUG 2 1. 1S83 rrLANNING DEPARTMENT ZONE: SCHOOL FEES: SAN DIEGUITO SAN MARCOS · ------------------ ENCINITAS CARLSBAD ---------- -----------,------------ , JNITS REQ'D: . PROVIDED: % COVERAGE ALLOWED: .PROVIDED: , PARKING SP ACES REQ '-D-: =====1;:=o======-PROV IDED : _-_ -_:~~==,..,1:_ -_ -_ -_ -=---t---11'---_-_ -_ -_ -_ -_ -_ BUILDING HEIGHT REQ'D·: ________ PROVIDED: ___ {{)_/!::= _______ _ FRONT SETBACK ALLOWED: ---~- PROVIDED:. ------INTRUSIONS: ------ · SIDE SETBACK ' REAR. SETBACK RE-DEVELOPMENT APPROVAL REQ'D: • · .J f LANDSCAPE & IRRIGATION PLAN COMMENTS: ~ O'iA[Y\V\ VV\. .<f {~ 1. ADDITIONAL COMMENTS: --------------------~--r.,..... * IF THIS ITEM IS NOT CIIECKE.D; BUILDING DEPARTMENT WILL MAKE FINAL INSPECTidN. RrnlNER NOTIFIED -- PLANNING~~IMENI ZONE: (11\:-SCHOOL FEES: SAN DIEGUITO _______ SAN MARCOS __ _ ENCINITAS ____ CARLSBAD _____ _ ·UNITS REQ'D: PROVIDED: -----------------------+--- % COVERAGE· ALLOWED: .PROVIDED: -----+--~::--:'.'.::..,,c----- P ARKING SPACES REQ'D: PROVIDED: ____ -"'--1----- . --\ BUILDING HEIGHT REQ'D: PROVIDED: ------------- ~f FRONT SETBACK ALLOWED: ,. . -~-;o-+~--P~ PROVIDED: . --~---1--_;::,--~ REAR SETBACK! (!JD INTRUSIONS: ------ RE-DEVELOPMENT APPROVAL REQ ID: NA: LANDSCAPE & IRRIGATION PLAN COMMENTS: ---------,------- ENVIRONMENTA~ PROTECTION REQ: ~ ~ ADDITroN~AL coMMENTs: .?tp' ~~ or<..~ Mxlf. ~ Gd tiL ~ ,,.,c.qJ ~d '· ·' . u <fh;i.,, • I • • . • OK TO ISSUE: re .. DAT~:.10k~1&3 .OK TO FINAL: ___ DATE:_· __ _ I DRIVEWAY LOCATION(S) =-1N..31·'""'"/+rc~-~----...:....----·-··--·> ___ ~ GRADING PERMIT:_,__· ~<:""-J-.lfL___....., _________________________ '>.: EASEMENTS: Q.k DRAINAGE: Qi(. ~ . LEGAL DESCRIPtION: . ~ ~ "-!\'-ADDITIONAL COMMENTS: \} ----------,--...----------- -------------------------------. ~ ~ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE FINAL INSPECTION. _'t" ___ _ ... CARLSBAD FIF~ DEPARTMENT --~-~ROVE-~--'~7~ DISAPPROVED PAGE1 OF~ 1275 ELM AVENUE, CARLSBAD, CA 92008 (7f4) 4}8-5521 PROJECT PLAN CHECK REPORT ! P LMl c HE c K # f? 3,, 7 70 ' i t ~REFb w~~ ADDRESS /4,J z~~ ARCHITECT_--4:a_~ __ p_-_~_. ~------_ADDRESS --'------PHONE ____ _ OWNER ADDRESS ________ PHONE----,---Cf -z__ ~ ;t./ /Y-725 I OCCUPANCY -CONST: ¥ ":""" TOTAL SQ. FT. STORIES ...__ __ ~SPRINKLERED D TENANT IMP. 1. 4. '~6. ?. 8. APPROVAL OF PLANS IS FOLLOWING CONDITIONS CORRECTIONS: PREDICATED ON.CONFORMIKG TO THE AND/OR MAKING THE FOLLOWING ++++++++++++++++++++++++++++++++++++++++++++++++++++ Provide one copy of the floor plan(s), site plan, and sheets ______ _ Storage, dispensing or use of any 1·1ammable or combustible 1 iquids, flammab:e liquids, flammable gases and hazardous chemicals shall comply with Uniform F i re Code ~ -------------------------------8 u i l ding ( 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 piling ·is to be done, comply with Uniform Fire Codei ·Article 81. Medical gas system(s) shall comply with N.F.P.A •• ~tand~rd 56F. Fire extinguishers shall be provided based upon the fo.llowing criteria: ~a) 1-2A rated ABC extrngµisher for each .. ....s>CC>Osq. ft. or portion thereof b) .maximum travel distance to an extinguisher of ___ feet · c) other: ____________________________ _ Fire sprinkler system(s) ppr N.F.P.A. Standard#-LJ' shall be provided to protect -'2..,A;1..'7-/k-.1/"1 . ,PL:"..$!£# C/.f!/~,4!//1._' • 33 G,eH/t=rL, o ve;12. .. :?C?<?e; er 'L.. -l Dry chemical extinguishing system(s) sha.11 be installeq per· NJ.P.A. Standad 96 to protect cooking· equipment and exhaust system. Plans of ----------- system(s) shall be approved .by t~e Fire Department prior to installation of system(s). 9, Show on site plan ~ocations of all nearby proposed or existing hydrants within 200 feet. 10. Hydrant{s) .shall be provided and located ----------------- .Show location(s) on site plan. Fire Flow: gpm for hours from ------· ---hydrants. 11. Access for fire apparatus is not adequate. Provide ------------- 12. shall be of hour construction -------------------------------with openings proiected with hour assemblies. ------ Comply with on attached sheet(s). ___ Report mailed , o architect Met with D te ~tta~h to Plans , ,. . " i' PAGE 2 OF CARLSBAD FIRE DEPARTMENT PLAN CHECK REPORT PROJECT -----.--'?</4"---=----· ..;;;.~----''-=-· -~--------'·L-_L---__ .--' ______ P LAN CHECK # 14,. -.-:- _._15. 16. __ 17. 18. --.. ___ 19. 20. 21. 22. ----- ___ 23. 24. -·- _·_25. , .26. Drapes and other decorative matetials shall ~e flame retardant. Certification thereof shall be provided. Exits, e·xit 1 ights., fir.e alarm stations, hose cabinets and extinguisher location·s sha'll not be concealed by decorative mater i a 1. Interior finish ,shall conform with Title regulations.· ·California Administrative Code Fireplaces and other appliances employing open flames shall have metallic gu·ards. Loos~ chairs exceedin~ 299 shall be bonded together in groups of 3 or more. siorage and Janitor closets shall be of one-hour construction with all openings protect~d with 3/4 hour self closing and l~tching assemblies. An approved fire alarm or' two-way communication system shall be provided per Title 24, California Administrative Code .. ' An occupant capacity ~ign, with minfmum one inch letters and numbers, shall be posted near main exit ( square feet per person). Exit doors shal 1 be openable from the inside without the use of a key or any special knowledge of effort.· · A uTH IS DOOR MUST REMAIN UNLOCKED WHENEVER THE PUBLIC IS PRESENT 11 sign, with minimum one inch letters, shall be provided adjacent to main exit door ___ _ 11 EXIT11 . signs· shall be in block lette.rs minimum 6, inche_s high. face of sigri shall be 50 l~x. Luminance on 11EXIT 11 signs shall be electrically ill-uminated and energized from separate circuits. Shbw on electrical plan(s)~ One of the above circuits shall be part of the emergency light1ng system. An 11EXIT'1 sisn shall be posted over exit door and 9irectional signs located ------------------------''---------Show locations on floor plan(s). ___ 27, App'.rovep panic hardware shaJl be provided on exit doors Show on door schedule. 28. ·corrfdor __________ shall be of one-hour construction with door open- ings protected with 20 minute self alos.ing and lat~hing assemblies. ___ 29. An additional exit door shall be provided i_n ~JO. _ per Uniform B~ilding Code, Chapter 33, -t*Ci-, -_e_J_~,_J.....--~-, ,---~---'--5.-At-,,,,,tz--~----'J:-. _S_/__ -'-p--'. -· //~ I 2 /t' h ~;, z ~ . I 7 ~ ____;,[,A~/~,!~ r/J~:;1 .F ~c-fl{, At!~. ~ ~~ / ate -DEARDORFF 8 ill)~'¥7IBN)@illTh,Th, . . 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PSI ~J = 11,3~ ~7 KJPS I 75Pt1 = 3l:01~7 USE ij,40 SQ I~ .•. -. -:. ! l I ---t-.. ·--- 1 . --i---- ·---r- ' -·---·r---i-.. ·- • DEARDORFF8 lID~'VIBTh)®illThiThi (619) 566-7210 9696 BUSINESSPARK AVENUE SAN DIEGO, CA 92131 JOB /?Allm/.iJL (ff ,,If, 7 SHEET NO b OF -----SCALE _________ _ CALCULATEOBY.:1,.M..L,U.;.WC:=..-_________ DATE /9z lflt:: g,3 I CHECKED BY DATE er-"'!---!........,____,..........___,..._--'!""'"~-.....---,-------- -t--+--+----l'---+--.-----+--+-+--.-_.-..J--l-~1 l t ~;~-+-~ I I ' r ~ ~~~z _t ~~ -~=!:: . .L'.7.~.if~J~ .. 6..::---1:--. -t--::t-:--t---ir-:--f--r-=+--t--+--+--+-!--+-+--l---· l~+-~ --i-----11 l---l--l--.J---l---i.1_..l.., -i,-· 1 r !~wr-~i 1~ i~r1-ll-+---'--'----'--·"-----+--·!---'-l'--!'---'---+--4--: __;..'--c...--1 0 1---'----llL--f'~.u.,,,'-!,..,biczJQ + 1.12 1 ~ c,-24 ~ 1 vhn r ~~ # / ~ 5 ~ ;i,'' . 1 · . ·"-······· ! f-· ···i -------1 -: . I : ---~-. -! .. --i,, ~:. ~ ~---i ! 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' • 11-~ma (619) 566·7210 9696 BUSINESSPAAK AVENUE SAN DIEGO, CA 92131 Joe PAt&t/r&-tor t1 z SHEET NO ~ OF _____ SCALE ________ _ CALCULATEDBY...r.A;..:.<{)1_,u,~=· ------------DATE /9 ,Al.lb ~ CHECKED BY DATE ·-~--____,..---.------...;__,....,-----------------,----, TILT-UP PAHEL DESIGH TILT-UP PAHEL DESIGH I !··----.. ~ ' I ~ -!· r --t i, i I TILT-UP PANEL DESIGN PER ACT-SEASC TASK ~ORCE JOB:PaloRar -Lot 7 Sub-purl in UHIFORl'I ROOF LOAD DESIGH WIDTH: 1.0000 FT Ecc,;7.25, 4.50 FRON FACE Ptd = ~026 KLF P11 = .080 KLF WAJ.L PATA: 5. 50 IH THICK .50 FT PARAPET 19.50 FT 1st FLOOR WALL t·c =2.0 KSI FY =60 KSI IJHIHSPECTED PV = .220 % Rin= .200 % = .132 inA2 Ash}=.120 % = .079 inA2 PER ACI-SEASC TASK FORCE .JOB:PaloRar· -Lot 7 Purlin COHCEHTRATED ROOF LOAD DESIGN WIDTH: 2.83TI FT Ecc:7.25, 4.50 FRON FACE P1d = .624 KIPS Ptl = 1.600 KIPS WALL DATA: I 5.50 IH THICK ·. .50 FT PARAPET 19.50 FT 1st FLOOR WALL I t f·c =2.0 KSI i Fr =60 KSI -• UH INSPECTED l -.As~c: .145 inA2tft ~'':'': PV = • 220 % Rin= .200 % = .132 inA2 Ash}=.120 % = .079 inA2 SEISNIC ZOHE · 4 ---. J --SEIS!fl.C_.ZO]LL !_ ___ _ SEISl'IIC LOAD :22.9 --I SEISNIC LOAD :22. 9 wrnD LOAD : 15.0 I 1mrn LOAD : 1s.0 SEISl'IIC CONTROLS l SEISNlC .CONTROLS D+L . j D+L ULTil'IATE LOAD ULTil'IATE LOAD P.hi*Nn -:. ,22-.0!k:IH-:K -::..::... ... , ---~ Phi*tln = 24.09 IH-K . ·:-"'r= .. Nu ·-.63 IH~K ---~-~-~L .. ~: J{1;.1~:· = .. -4.71 l~:'.K Dn = .01 IH 0 Dn = .0E, IH D+L 7 D+L WORKING LOAD . I, WORKING LOAD Nt.r = 13.53 JH-K l'lc.r = 13.53 IH-K Ns = s39 IH-K Ns. = 2.89 IH-K Der = • .18 IH Der = .18 IH Ds = .01 IH Ds = .04 IN D:s MX = 2.34 IH ! Ds ftaX = 2.34 1H D+L+S D+L+S ULTINATE LOAD ULTINATE LOAD _N .... Phi*Nn = 21.73 IH-K Phi*l'ln = 21.34 IH-K Nu = 19.02 IH-K Nu = 20.21' UH~ Un = 1.49 IH Dn = 1.75 IH ~ ": -·--1 D+L+S ~ D+l+S WORKING LOAD MORKIHG LOAit --=] tkr = 13.53 IH-K Ner· = 13.53 IH-K N:s = 13.23 IH-K Ns = 14.04 IH-K ·~ Dc.r = .18 1H Der = ,18 IH lls = • Hi rn !~ Ds = .30 rn Ds MX = 2.34 rn Ds 111.ax = 2,34 rn L -\ ----···1 ' --' ' t-- ' --L-~J H }- PER ACI-SEASC TASK FORCE JOB:PaloRar -Lot 7 Girder· CO~CEHTRATED ROOF LOAD DESIGH WIDTH: 3.8333 FT Eec:4.75, 2.00 FRON FACE Ptd = 3.232 KIPS Pll = 4.224 KIPS WALL DATA: 5.50 IH THICK 2.00 FT PARAPET 18.00 FT 1st FLOOR WALL f'c =2.0 KSI FY =60 KSI ~? 11..- U!HHSPECTED Asv= -.310 inA2Jft P\I = .470 % Rin= .200 % = .132 inA2 Ash>=.120 % = .079 iPA2 SEISNIC ZOHE: 4 SEISNIC LOAD :22.9 WIND LOAD : 15.0 SEISNIC CONTROLS ll+L I.ILTINATE LOAD Phi*Nn = 43.59 IH-K _J'lu = 7.55 ItH'. Dn = .09 rn • N-• .. D+L WORKING LOAD l'ler = 13.53 IH-K !'Is = 4.74 IH-K Der = .16 HI Ds = .05 rn Ds !'lax= 2.16 IH D+L+S ULTINATE LOAD Phi*Nn = 40.65 IH-K l'lu = 18.69 IN-K Dn = .77 IH D+L+S WORKIHG LOAD tier = B.53 IH-K Ns = 13.32 IH-K Der = .16 rn Ds = .15 rn Ils flax= 2.16 rn I l 1---· ' • . JOB fltJ.f&MArf. lot 117 SHEET NO (f OF _____ SCALE ________ _ CALCULATED BY _.A?_,_,_,,_7/J.:;.:..Y_· ________ DATE ___ /C/ ____ .,_A{.-"-'' -=:4--'Af-"'_'---- CHECKED BY DATE J--,--jliC..:....l!.,Li/3.t r-~ ;.,rs;· -111r~ffe-t-~-4:--f~h-$µ2-r-~F-t-:~1-=~i,iis ----~"--1==-+--1----i- --fu' ..-'2l;,,. I!:,;,.• • i J 1i Y b k,.~ , i i i [ . 'ii J_;~ 1 ·~--=,,,,::,_i ·-·:i:',,,,_i . 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'f. --i _ I ~-1 __ .·.!. ::: . I '1 -·1 _.._f c: __ .; f :---'-·i· :. :--· :--·-!· -:,·--J·_~:_~.---~-: -,: ... t· : -i :,, ; -!_'."1~~):·:·: __ ::_i,._:-= __ -·1,-_~ .. :1;· ._:_=,i~~ ~,: ··i . -. i ''. 1. ";_:_ -~--i,--. ·_:_;_· ;_~_-.-~ .. ·· --,;_ ~~-;_: -i, .. , _,: ! . -i. 1 · · .. { -~ -~ ~ ~1 ~ I . ·_ ,.. ~ < . ,: ·~ : ~: :._::!::_;·. ·--!,,·_· .. 1 '._ -. -,.1 ·-· f :· t. :,;:::__ ! :_.f I . ·I I ~-· f : ~ f . 1 --,· . ··:~,,--. 1:. ' ~,=- i -i r _ I , .f-1 .1 J : : r¾ --~---r·· .. -·':i-·-•• • _--_.:;_-. ' > i :.:.-i ,_ :--., ' l ~ ·-i 1- 1 -1 ' ·i -_j :. November 28, 1979. 218-lE, 3098. ROBERT PRATER ASSOCIATES Consulting Soil, Foundation & Geological Engineers Palomar Airport Business Park 6231 Yarrow Drive, Suite C Carlsbad, California 92008 Attention: Mr. Bernard W. Gilmore Re: Earthwork Observation and Testing Services And Foundation Recommendations Carlsbad Tract No. 79-1 Parcel B of Lot 12 -Palomar Airport Business Pafk Carlsbad, California Gentlemen: .. J In accordance with your request we have provided earthwork observation and testing services in connection with the mass grading operations for the subject project. A geo- technical investigation for the business park was performed by our predecessor firm the results of which were presented in a report entitled "Geotechnical Investigation, C.C. & F. Palomar Airport Business Park -Phase 1, Carlsbad, California, 11 dated February 26, 1974. Our representatives were present at the site on an intermittent basis from August 31, 1979 to October 12, 1979 to observe the moss grading operations and to provide field density testing services as required. The approximate locations of our field density tests are shown on the attached Site Plans, Figures l and 2. The results of our field density and laboratory compaction tests are presented in the attached Tables A and B. Based on our observations and the attached test results, it is our opinion that the mqss earth- work 0perations were carried out in accordance with the recommendations of the geotechnicol investigation report and that all fill material was compacted to a minimum degree of compac- tion of 90 percent based on ASTM Test Desi,gnot'io~ D1557-70. Work remaining at the site which wHI reqq~,r~; additional ec;irthwork testing and inspection servic~s.includes 1) fitt'ish grading· operations for individual building pads which will probably require additional cuts and fills of probably less than two or three feet deep, 2) compaction 10505 Roselle Street, San Diego, California 92121 • /714/ 453-5605 / 630 Alta Vistd Drive, Suite 105, Vista, California 92083 • /714) 758-9144 '! •" . ' "'~. . November 28, 1979 218-1 E, 3098 Page 2 --:~~-:.: ·· of utility and storm drain trench backfills which have not been completed as of this date, 3) preparation and compaction of pavement subgrade soils, and 4) placement and com- paction of pavement base rock materials. . We recommend that proposed bui I dings be supported on conventional, individual spread and/or continuous perimeter footings bearing on firm natural soil and/or compacted fill materials. Footings should be founded at least 18 inches below the lowest adjacent. finished grade. At this recommended depth, footings may be designed_ for allowable bearing pressures of 2,500 pounds per square foot (psf) for dead loads, 3,500 psf for combined dead and live loads, and 4,500 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should be reinforced with top and bottom reinforcement to provide structural continuity and to permit spanning of local irregularities. Post-construction differential settlements across the buildings are expected to be within tolerable limits for the structures. Building floor slabs may be support~d directly on compacted fi II and/or natural soil. Slab reinforcing should be provided in accordance with the anticipated use of and loads on the slabs. In areas such as offices where moisture-sensitive floor coverings are to be utilized and in other areas where floor dampness would be undesirable, we recommend that con- sideration be given to providing an impermeable membrane beneath the slabs. The mem- brane should be covered with 2 inches of sand to protect it during construction. The sand should be lightly moistened just prior to placing the concrete. Poorly graded imported sands and/or gravels (such as pea gravel) should not be used in areas where slabs will be subjected to concentrated heavy loads such as would be imposed by loaded forklifts. Lateral load resistance for building foundations may be developed in friction between the base of the foundations and the supporting subgrade. An allowable friction coefficient of 0.35 is recommended for use in design. An additional allowable passive pressure equal to an equivalent fluid weight of 300 pounds per cubic foot acting against the foundation may be used in design provided the footings are poured neat against undisturbed soil. These allow- able values are based on a safety factor of 1.5 applied to the ultimate values. . . Any dock high retaining walls must be designed to resist lateral earth pressures from the backfill materials as well as any floor surcharge loads. It is recommended that walls re- strained from movement at the top be designed for an equivalent fluid pressure of 30 pounds per cubic foot plus an additional uniform lateral pressure of 5H pounds per square foot, where H is the height of backfil I above the wall footing in feet. Unrestrained walls may be designed for the 30 pounds per cubic foot equivalent fluid pressure only. Wherever walls will be sub- ject to surcharge loads, they should be designec;l for an additional uniform lateral pressure equal to one-half the anticipated surcharge pressure in the case of restrained walls and one- third'the a'nticipated surcharge pressure in the case of unrestrained walls. . ,· November 27, 1979 218-lE, 3098 Page 3 ,\ . .::~ · · -Based on our general knowledge of the soils present on the subject lots and our post experience in providing R-value test results for similar soils within the business park, it is our opinion that a design R-value of at least 30 is appropriate for use at this site. Combining this R-value with selected traffic indices for different pavement loading re- quirements we have developed the fol lowing recommended pavement sections using Pro- cedure 301-F 9f the State of California, Department of Transportation. The recommended pavement sections contained in Table l should provide a pavement life of 20 years with a normal amount of flexible pavement maintenance. TABLE 1 -RECOMMENDED PAVEMENT SECTIONS Location Automobile Parking Areas (T. I. = 3. 5 for 20-year I ife) Traffic Channels and areas subject to occassional heavy vehicular loads such as would be imposed by trash trucks (f. I. = 5.0 for 20-year life) Pavement Components Asphalt Concrete (Inches) 2.0 3.0 Aggregate Base Closs 2 {Inches) 4.0 5.5 Total Thickness {Inches) 6.0 8.5 Our services consist of professional opinions and recommendations made in accordance with generally accepted soil and foundation engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES ~fh;&- Robert Prater, C. E • -RP:lmt Attachments Copies: Addressee (3) Peter A. Lendrum Associates, Attn: Mr. Ed Wright (2) •' • .-u~,• .. .-, -----------..... --------------------------------------, I LEGEND If Indicates approximate location of field qensity test. Approximate Scale (Feet) 0 100 200 400 Base: Sheet 2 of a set of grading plans entitl~s{ '.'Carlsbad Tract No. 79-1 Palomar Airport Business Park, 11 by Henry Worley Associates, date~ July 12, 1979. SITE PLAN --"-.!.· ROBERT PRATER ASSOCIATES PALOMAR AIRPORT BUSINESS PARK CARLSBAD TRACT 79-:-1 Carlsbad California · Consu/hng So,I. Foundollon t Geological Engineers PROJECT NO. DATE 218-lE November 1979 Figure l . ' ... ____________________________________________________ _ ROBERT PRATER ASSOCIATES Consulrmg So,I. Fovndor,on & Geological Engineers 0 0 "q" --11) 11) LL. ........ 11) -0 u 0 V> 0 11) N -0 E ·-X 0 0 0 ,_ 0.. ..... ~ 0 C 0 ·--0 u 0 G) -. 0 -E .,, ·-G) X -0 >.. ,_ -o..·-0.. II) 0 C G) II) -0 2-o o-u G) 0 !ct;: z C ..._ -0 UJ 0 &if UJ _J SITE PLAN PALOMAR AIRPORT BUSINESS PARK CARLSBAD TRACT 79-1 Carlsbad California PROJECT NO-DATE 218-lE November 1979 Figure 2 -,_ 0 0.. ,_ :a: I- 0 E 0 0 0.. ..... I • °'°' ""' °' ...... 0 ZN .. ..... -u >,.. 0-I-:::, I--, -0 -0 0 11) ..0 -.,, 0 .::-o 0 u.,;-= 11) --0 0 11)"--U -o ·-.,, 1=~ 11) .,, >,.. C 11> o--,_ ~ -~ >,.. -0 I-oc ,_ 11) m:c ..... >,.. 0..o --11>-.,, .. ti 'cio.. (")~ ,._11) 11) .!:: ~~ V, al 11) .,, 0 al -~ . 218-lE . I TABLE A -SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D 1556-64 and/or ASTM D2922-71, ASTM D3017-72) .. ' Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet) (%) Jecf) (%) Curve No. Remarks l 8/31/79 Lot 1 277 10 103.8 90 1 2 8/31/79 Lot l 278 10 101 .5 88 l Test failed, see #3 ,.x, Retest of #2 3 8/31/79 Lot 1 278 11 106.3 93 1 4 9/04/79 Lot 1 280 18 101 .o 90 3 5 9/04/79 Lot 2 263 12 98.6 86 1 Test failed, see # 10 6 9/04/79 Lot 2 265 14 106.5 93 1 7 9/04/79 Lot 1 282 15 103.6 90 l 8 9/05/79 Lot 1 286 13 104.8 91 l 9 9/05/79 Lot l 285 14 105.8 92 5 10 9/05/79 JLot 2 263 14 105.0 91 1 Retest of #5 ll 9/05/79 Lot 2 267 13 103.7 90 l -12 9/05/79 Lot 2 270 11 103.6 90 1 13 9/06/79 Lot 2 269 11 107.6 94 1 14 9/06/79 Lot 2 270 12 105.3 91 5 15 9/06/79 Lot 2 272 9 109.4 95 5 16 9/06/79 Lot 2 272 12 105.5 92 1 17 9/07/79 Lot 3 278 11 110.5 96 5 18 9/07/79 Lot 2 274 14 105.5 92 l 19 9/07/79 Lot 2 275 13 103.8 90 l 20 9/07/79 Lot 3 277 13 109.0 95 l Notes: l) "Compaction Curve No. 11 refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot. \~ 218-lE . . I TABLE A -SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D 1556-64 and/or ASTM D2922-71, ASTM D3017-72) Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet) (%) (pcf) (%) Curve No. Remarks 21 9/10/79 Lot 3 274 13 103.7 90 1 22 9/10/79 Lot 3 283 13 104.6 91 1 ~p 23 9/10/79 Lot 3 . 280 16 102.2 93 4 24 9/10/79 Lot 2 275 12 102.4 89 1 Test failed, see #25 25 . 9/11/79 Lot 2 275 14 103 .8 90 'l Retest of #24 26 9/11/79 Lot 4 -Fill Slope 244 17 94.0 91 2 27 9/11/79 Lot 4 -Fill Slope 246 12 99. l 90 4 28 9/11/79 Lot 4 ~ Fill Slope 248 16 100.4 91 4 29 9/11/79 Lot 5 250 16 100.9 92 4 30 9/12/79 ·1:Lot 5 252 13 105.3 92 1 31 9/12/79 Lot 5 254 11 107. 1 93 1 32 9/12/79 Lot 3 256 14 103.9 90 1 . 33 9/12/79. Lot 5 258 14 105.3 92 1 34 9/12/79 Lot 3 259 10 104. l 90 5 35 9/13/79 Lot 5 262 12 104.1 90 5 36 9/13/79 Lot 3 264 11 103.5 90 5 37 9/13/79 Lot 5 265 11 103.6 90 5 38 9/13/79 Lot 3 268 16 104.2 90 5 39 9/14/79 Lot 3 270 16 104.9 91 1 40 9/14/79 Lot 3 272 13 103 .1 91 6 Notes: 1) "Compaction Curve No. 11 refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot. I~ 218-lE . ' ,. I \ TABLE A -SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D 1556-64 and/or ASTM D2922-71, ASTM D3017-72) Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet} {%) Jecf) ·(%) Curve No. ·Remarks 41 9/14/79 Lot 3 274 11 105.4 91 5 42 9/18/79 Lot 8 230 10 102 .• 0 90 6 4-!'1 43 9/18/79 Lot 8 232 11 102.3 90 6 44 9/18/79 Lot 9 228 12 98.5 87 6 Test failed, see #46 45 9/18/79 Lot 8 234 13 107.6 95 6 46 9/18/79 Lot 9 228 13 106.3 94 6 Retest of # 44 47 9/18/79 Lot 6 271 11 102.8 91 6 48 9/19/79 Lot 3 274 9 102.5 90 6 49 9/19/79 Lot 3 276 10 ·101.5 90 6 " 50 9/19/79 ,: ilot 3 278 9 102 .2 · 90 6 51 9/19/79 .Lot 3 276 8 104.2 92 6 52 9/l?/79 Lot 3 275 11 103.3 91 6 .· 53 9/19/79 Lot 3 275 10 104.3 92 6 54 9/19/79 Lot 8 233 13 106.7 94 6 55 9/19/79 Lot 8 235 i4 106.9 94 6 56 9/19/79 · Lot 8 233 16 100.4 88 6 Test failed, see # 57 57 9/19/79 Lot 8 233 15 l 02. 1 90 6 Retest of # 56 58 9/19/79 Lot 9 225 11 100.7 89 6 Test failed, see #59 59 9/19/79 Lot 9 225 19 102 .6 90 6 Retest of # 58 60 9/19/79 Lot 9 226 14 104.7 92 6 Notes: 1) "Compaction Curve No. 11 refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot. \\ 218-lE . ' .. I TABLE A -SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM Dl556-64 and/or ASTM D2922-71, ASTM D3017-72) ~ ~ Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet) (%) Jecf) (%) Curve No. Remarks 61 9/19/79 Lot 9 228 16 103.9 92 6 62 9/20/79 Lot 4 231 14 103.8 91 6 If' 63 9/20/79 Lot 1 287(FSG) 10 112 .3 98 1 64 9/20/79 Lot 1 288(FSG) 7 103.9 90 1 65 9/20/79 Lot 9 230 11 102 .6 90 6 66 9/20/79 Lot 4 · 234 14 104.4 92 6 67 9/21/79 Lot 3 279 8 103.6 91 6 68 · 9/21/79 Lot 5 266 15 102 .6 90 6 69 9/24/79 Lot 7 260 10 · 106.0 93 6 70 9/25/79. <,Lot 4 237 14 103 .1 91 6 71 9/25/79 Lot 4 239 15 102.9 91 6 72 9/26/79 Cul De Sac (y/est End) 222(FSG) 11 103.2 91 6 73 10/01/79 Storm Drain Backfi 11 Lot 3 281 12 103.5 91 6 74 10/01/79 Storm Drain Backfi II Lot 3 280 13 104.4 92 6 75 10/01/79 Storm Drain Backfill Lot 3 279 12 105.1 91 5 76 10/02/79 Entrance Road -Lot 3 283 9 105.3 92 l 77 10/02/79 Entrance Road -Lot 3 284 13 104.6 91 l 78 10/02/79 Entrance Road -Lot 3 286 14 102.5 90 6 79 10/02/79 Entrance Road -Lot 3 289 17 103.9 92 6 80 10/03/79 Entrance Road -Lot 3 292 10 104.0 90 1 Notes: l) "Compaction Curve No." refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot. 3) "FSG" denotes finish subgrade elevation. '\ 0 ~ I 218-lE \ TABLE A -SUMMARY OF FIELD DENSITY TEST RESULTS (ASTM D1556-64 and/or ASTM D2922-71, ASTM D3017-72) . ·- Approximate Water Dry Degree of Test Elevation Content Density Compaction Compaction No. Date of Test Test Location (Feet) (%_) _ (pcf) (%) Curve No. Remarks 81 10/03/79 Entrance Road -Lot 3 . 294 13 108.5 94 1 82 10/03/79 Lot 5 268(FSG) 14 106.6 93 1 83 10/03/79 Lot 5 ~-68(FSG) 15 107.8 94 1 84 10/04/79 Lot 4 239 15 103.5 91 6 . 85 10/09/79 Lot 6 280(FSG) 10 104.1 92 6 86 10/09/79 Lot 3 284(FSG) 9 102.2 90 6 87 10/09/79 Lot 3 281 (FSG) 11 106.3 94 6 88 10/10/79 Lot 2 276(FSG) 8 : 98.7 87 ,6 Test failed, see #93 89 10/10/79 Lot 2 276(FSG) 6 102.3 90 6 90 10/10/79 '.!Lot 8 237(FSG) 10 99.8 88 6 Test failed, see #94 91 10/10/79 Lot 3 237(FSG) 8 100.4 88 6 Test failed, see #94 92 10/11/79 Lot 8 237(FSG) 15 97.6 86 6 Test failed, ·_see #94 93 10/11/79 Lot 2 276(FSG) 10 103.9 91 6 Retest of # 88 94 10/11/79 Lot 8 237(FSG) 12 101.7 90 6 Retest of# 's 90, 91 & 92 95 10/11/79 Lot 9 231 (FSG) 8 99.2 87 6 Test failed, see #97 96 l 0/11/79 Lot 4 240(FSG) 6 107.0 94 6 97 10/12/79 Lot 9 231 (FSG) 6 104.9 92 6 Retest of #95 Notes: l) "Compaction Curve No." refers to Table B. 2) Unless otherwise noted elevations shown are to nearest foot. 3) 11 FSG 11 denotes finish subgrade elevation. \~ 218-lE TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM D1557-70) Maximum Optimum Compaction Test Description of Source of Dry Density Water Content {Curve)No. Material Material (pcf) (%) 1 SILTY SAND 0nsite 115.0 14.0 (SM), tan 2 CLAYEY and Onsite 103.0 21.3 SANDY SILT (MH), tan 3 SILTY and Onsite 112.0 15.9 SANDY CLAY (CL-CH), tan 4 SILTY and Onside 110.0 15.7 SANDY CLAY {CH), tan 5 SILTY SAND Onside 115.5 13.5 {SM), brown 6 SANDY SILT {SM), tan Onsite 113.5 14.0 ~ :!:!!!=. 218-lE 0 TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM D1557-70) Maximum Optimum Compaction Test Description of Source of Dry Density Water Content (Curve)No. Material Material (pcf) (%) 1 SILTY SAND Onsite 115.0 14.0 (SM), tan 2 CLAYEY and Onsite 103.0 21.3 SANDY SILT (MH), tan 3 SILTY and Onsite 112.0 15.9 SANDY CLAY (CL-CH), tan 4 SILTY and Onside 110.0 15.7 SANDY CLAY (CH), tan 5 SILTY SAND Onside 115.5 13.5 (SM),. brown 6 SANDY SILT (SM}, tan Onsite 113.5 14.0 -~ 218-lE 0. •• '""- TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM Dl557-70) Maximum Optimum Compaction Test Description of Source of Dry Density Water Content (Curve)No. Material Material . {pcf) (%) l SILTY SAND Onsite 115.0 14.0 (SM), tan 2 CLAYEY and Onsite 103.0 21.3 SANDY SILT (MH), tan 3 SILTY and Onsite 112 .o 15.9 SANDY CLAY (CL-CH), tan 4 SILTY and Onside 110.0 15.7 SANDY CLAY (CH), tan 5 SILTY SAND Onside 115.5 13.5 (SM), brown 6 SANDY SILT (SM), tan Onsite 113.5 14.0 ~ -~ I 1·: I I I .I I I I I I I I -I· I I I I I REPORT lJF $()Ill. 1INVE~NCAf'l0N1 Proposed' Commercial Site, Lot 7 ·1..as Palmas Drive, 500±' East of Camino Vida Roble Carls·bad~ California JOB NO. 83-2771, 31 August 1983 prepared for prepared by CiEOTECHNICAL EXPtOR'AilON~ INC. 8145 Ronson Road, Suite H San Diego, CA 92111 I 1· I I I I I I I I I I I I I ·1 I I I -j ·""-u ·3-1 ~l:fgust ~983 LUSARDI CONSTRUCTION COMPANY 1570 Linda Vista Drive San Marcos, CA 92069 Subject: Dear Sirs: Report of Soil I nvestlgatlon Proposed Commercial Site, Lot 7 Las Palmas Drive, 500±' East of Camino Vida Roble Carlsbad, California JOB NO. 83-2771 In accordance with your request, Ceotetfinl~I Expl(:lrafion, Inc. has performed an investigation of the surface and subsurface soil conditions at the location of the su'bject proposed commercial site. '·The field work was· performed on August 30, 1983 by our Field Engineer. It is our understanding that the site is being developed· to receive a commmercial building. The structure is to be a maximum of one story in height and will be constructed of concrete tilt-up panels utilizing conventional, continuous foundations or spread footings with concrete slab on-grade. · Our investigation revealed the site to consist primarily of a cut into natural ground. The extreme northeast corner of the site is overlain with at least four feet of fill soils. The soils encountered on the site are primarily non-expansive. In our opinion, if the conclusions and recommendations presented in this report are implemented during site preparation, the site will be suited for the proposed develop- ment. The work performed and recommendations presented in this report are the result of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This opportunity to be of service is sincerely appreciated. Should you have any ques- tions concerning the following report, please do not hesitate to contact us. Refer- ence to our Job ·No. 83-2771 will expedite response to your inquiries. Respectfully submitted, CEOTECl'NICAL EXPLORATION, INC. RJS/pj 8M5 RONSON ROAD, SUITE H • SAN DIE~O, CALIFORNIA 92111-2081 • (619) 560-0428 1· 1· I I I 1· ) I I I I I I I I I I I I I 0 REPORT OF S()IL INVESTIGATION Proposed Commercial Site, Lot 7 Las Palmas Drive, 500:t' East of Camino Vida Roble Carlsbad, California JOB· NO. 83-2771 The following report presents the findings and recommendations of Geotechnical ~ploratlon, Inc. for the subject project. It is our understandin~ based on communic~tions with representatives of Lusardi Construction Company and review of a Grading Plan prepared by Henry Worley Associates, th~t the site is intended for the construction of a commercial structure to be a maximum · of one story in height. The building will be of concrete tilt-up construction and will be constructed near the existing grade. A previous cut and fill grading operation was performed on the sµbject lot during the development of the Palomar Industrial Park subdivision. With the a·bove in mind, the Scope of Work is briefly outlined as follows: 1. Identify and classify the surface and subsurface soils to depths, in conformance with the Unified Soil Classification System (refer to Appendix A). 2. Verify the allowable bearing pressures for the natural ground and the soils existing as compacted fill, based on their shear-strength and compression characteristics and our experience with the soils. 3. Recommend treatment for any expansive soils and/or improperly compacted fill soils that, if left in place and unmodified, could result in future damages to the proposed structure. 4. Predict the settlement of the natured-ground soils, as well as recompacted fill soils (recompacted to at least 90 percent of Maximum Dry Density), under the proposed structural loads. 5. Recommend active and passive earth pressures to be utilized in design of any proposed retaining walls and foundation structures. I I I 0 I I _J I I I I I I I I I I I I I I Proposecl Commercial Site 31 August 1983 Job No. 83-2771 Page 2 6, Determine the extent and condition of the existing. fill soils that had been placed on the site prior to our investigation. 7. Review of exi~ting engineering reports pertinent to the subject site. The scope of our work was to determine site specific conclusions and recommenda- tions (pertaining to foundations and floor slabs only) for Lot 7 of the Palomar Airport Business Park. ihe preliminary geotedinical investigation for the business park was performed by Lowney-·Kaldxeer Associates. The results of their investigation are summarized in a report title~: "Geotedinical' Investigation•, C.C. & F. Palomar Airport Business Park -Phase (, Carlsbad, California, and identified as their no. S114-1S602, .dated February 26, 1974. Observations during the actual grading operation of the business park and the testing of compacted fill soils was performed' by Robert Prater Associates. The site is legally described as: Lot 7 of Parcel Map 10061, City of Carlsbad, County of San Diego, State of California The site, consisting of approximately 1.15 acres, is located on Las Palmas Drive, approximately 500 feet east of Camino Vida Roble; in the City of Carlsbad, California. Additionally, the property is bordered on the west by ,undeveloped property and on the south by an SDG&E easement. There were no existing structures on the site at the time of our investigation. The only improvement on the lot is a concrete drainage collector located at the extreme northwest corner of the property. Vegetation on the site consists of landscape shrub·bery and plants on the slopes and scattered grasses and weeds. .,,.. I 1· I I I, I I I I I I I I I I I) I I I .Q Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 2 A relatively level cut and fill graded 'building pad has been placed on the site. Prior to gradln& the site sloped moderately to the north-northeast. Drainage waters exit at the extreme west corner of the property vic1 an earthen drainage swales into a concrete collector. However, future construction may result in the removal of existing earthen swales. The property boundaries of the site are defined by a 20-foot-high (maximum) north-facing cut slope at the south property line; an 8-foot-high west-facing cut and fill slope along the ec1st properly line; a 10-foot-high (maximum) west-facing cut slope along the west property line; and a 20-foot-high (maximum) north-facing cut and fill slope along the north property line. Elevations on the site range from approximately 210 feet above mean sea level (MSL) to 260 feet MSL. 111. FIELD INVESTIGATION Seven test trenches were placed on the site to determine the condition and location of the existing fill soils. The excavations were located in the field by referring to a Grading Plan, prepared by Henry Worley and Associates, dated November 4, 1980. The . excavations were visually inspected by our Field Engineer, and samples were taken of the predominant soils throughout the field operation. Test trench logs have been pre- pared on the ~asis of our inspection and the results have been summarized on Figure No. 11. The predominant soils have been classified in conformance with the Unified Soil Classification System (refer to Appendix A). IV. OESCRI PTI~ OF SOILS The extreme northeast corner of the site is overlain with a wedge of fill soils which c1re over four feet in thickness. The fill soils observed in our test trench excavations appeared to be well-compacted. Field gensity tests were taken in the test trench excavations at random depths and locations. The results of the field density tests further indicate that the fills were probably properly compacted. Further, the natural-ground/fill soil contacts observed in our test trench excavations indicate the I 1· I I I I I I I I I I I I 1~) I I I I i') .___,, Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 3 natural-ground surface was properly prepared to receive the fill. The location of the fills and the approximate daylight line is shown on Figure No. I. The fills consist primarily of interbedded brown, silty sands and dark-brown, clayey sands. The fills are low to moderately expansive. The remaining portions of the site are comprised of exposed formational materials. These materials consist primarily of dense, brown to tan, silty, fine sands and are considered non-expansive. No ground water problems were encountered during the course of our field investi- gation and we do not expect significant problems to develop in the future--if the property is developed as presently designed. It should be kept in mind, however, that any_ required _grading operations may change surface drainage patterns and/or reduce permeabilities due to the densification of compacted soils. Such changes of surface : ·and ~ubsurface· hydrologit · conditions; plus·. irrigation -of lands·caping-or ~ignifi~ant, ·.,, · increases in rainfall, may. result in the appearance of minor amounts of surface· or near-surface water at locations where none existed previously. The damage from such ' water is expected to be minor and cosmetic in nature, if good positive drainage is im- . . plemented at the completion of construction. Corrective action should be taken on a site-specific basis if, and when, it becomes necessary. VI. LABORATORY TESTS AND SOil iNFORMATiON Laboratory tests were performed on the disturbed and undisturbed soil samples in order to determine their physical and mechanical properties and their ability to sup- port the proposed structure. The following tests were conducted on the sampled soils: 1. Moisture Content (A.S. T .M. D 2216-71) 2. Density Determinations 3. Mechanical Analysis (A.S. T .M. D 422) 40 Expansion Tests (County)·· I 1· I I I I I I I ·I I I I I 0 Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 4 The relationship between the moisture and density of undisturbed soil samples gives qualitative information regarding the soil strength characteristics and soil conditions to be anticipated during the future grading operation. The mechanical analysis was used to aid in the classification of the soils according to the Unified Soil Classification System. The expansion potential of dayey soils was determined utilizing the County of San Diego Test Method for Expansive Soils. Expansive soils are classified as follows: 0 to 3 percent 3 to 6 percent 6 to 12 percent Above 12 percent Low or Considered "Non-expansive" Medium High Very High According to the County of Sein Diego Test for Expansive Soils, recorded swells of less than three percent result in classification as non-expansive soils. Based° on the above laboratory test data, a thorough visual inspection of the primary soil types on the project, and our previous experience with laboratory testing of soils of the same type, our geotechnical engineer has assigned conservative values for friction angle and cohesion to those soils which will have significant lateral support or bearing functions on the project. These values are presented in Figure No. 111 and have been utilized in determining safe bearing values as well as active and passive earth pressures for wall and footing designs. Based on the laboratory test data, visual inspection of the primary soil types, and our previous experience with field testing procedures developed by our firm, our geotechnical engineer has assigned conservative values for the coefficient of friction of soils which are expected to underlie floor slabs, footings, retaining wall foundations, or any structure subject to possible failure by sliding. If more than one soil type is determined to underlie a structure, the coefficient on only the lower value soil will be presented in this report. I I I I I I I I I I I I I I I 'I I I I .,. 0 Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 5 Field density tests were performed in accordance with A.S. T .M. D-1556. Maximum density determinations wre performed in conformance with A.S. T .M. D-1557, Method D. The relative compaction results, as summarized on Figure No. II, are the ratio of the field densities to the laboratory maximum dry densities, expressed as percentages in the rel~tive density column of the Test Trench Logs. VIL, C~CLUSIONS AND RECCNMENDAllONS The following conclusions and recommendations are based upon the practical field investigations conducted by our firm, and' resulting laboratory tests, in conjunction with our knowlege and experience with the soils in the Carlsbad area of the County of San Diego. A. 1. The existing vegetation observed on the site must be removed prior to the preparation of building pads and/or areas to receive structural improvements. The majority of the site consists of a cut in natural ground materials. These soils consist primarily of dense, tan to brown, silty sands and are non-expansive. 2. The extreme northeast corner of the site, however, is overlain with a wedge of compacted fill soils which range to a maximum thickness of approximat~ly four feet. Soils within the fill mass are moderately expansive. See Figure No. lfor the approximate location of fill soils. 3. The site is overlain primarily with non-expansive materials to depths of at least three feet below the existing ground surface. However, moderately expansive materials were encountered within the filled ground area at the northeast corner of the project. It is our understanding the proposed structures will not be founded in this area and thus, the structure may be designed utilizing non-expansive soil design criteria. I I :I I I 'I I 1· I I I I I I I I I I I Proposed Commercial Site 31 August 1983 Job No. 83-2771 · .' Page 6 4. Existing surface soils shall . be scarified (in place) to a depth of 12 inches, watered to optimum requirements, and shall then be compacted to at least 90 percent of Maxim1,.1m Dry Density. s. No uncontrolled fill soils shall remain on the site after completion of any future site work (except landscape soils).. In the event that temporary ramps or pads are constructed of uncontrolled fill soils during a future grading operation, the location and extent of the loose fill soils shall be noted by the on-site representative of a qualified soil engineering firm. The loose fill soils shall be removed and/or recompacted prior to completion of any future grading. 6. Any backfill soils placed in utility trenches or behind retaining walls which support structure ancf other improvements (such as patios, sidewalks, drive- ways, pavements, et cetera), other than :1andscapin~ shall be compacted to at least 90 percent of Maximum Dry Density. 7. City agencies often require that a qualified soils engineering firm verify the actual soil conditions revealed during sit1 grading work and footing excavation to be as anticipated in the 'Report of Soil Investigation' for a project. In addition, the compaction of fill soils placed during site grading work must be tested by a representative of a qualified soils engineering firm. In order to minimize any work delays at the subject site during site develop- ment, this firm should be contacted 24 hours prior to any need for inspection of footing excavations or field density testing_ of compacted fill soils. If possible, placement of formwork and steel reinforcement in footing excavations should not occur prior to inspection of the excavations; in the event that our inspection reveals the need for deepening or re-designing foundation structures, in any loc;itions, any formwork or steel reinforcement in the effected footing excavation areas would have to be removed prior to correction of the observed problem (i.e., deepening the footing excavation, recompacting soil in the bottom of the excavation, et cetera). I I~) I I I I I I I I I I I I I I I I' I Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 7 8. All contemporary pavement section design methods assume compaction of the upper one-half foot of foundation soil (natural ground or compacted fill) and all base materials to at least 95 percent of Maximum Dry Density. We therefore recommend that the upper one-half foot of foundation soils and all base materials beneath street, driveway, and parking area pavements to be compacted to a minimum of 95 percent of Maximum Dry Density. This recommendation also applies to the upper soils in backfilled trenches or behind retaining walls which support pavement sections. B. 9. The maximum safe load-bearing value (at a depth of 12 inches into the natural materials or compacted fill soils on this site) is at le~st_ 2,000 pounds per square foot. This load-bearing value may be utilized in the design of continuous foundations and spread footings when founded a minimum of 12 inches into the firm natural ground or compacted fill, measured from the lowest adjacent grade at the time of foundation construction. It is recommended that two-story structures be founded on 18-inch deep footings. This soil-bearing value may be increased one-third for design loads that include wind or seismic analysis. If imported soils are required to bring the site to grade, the import soils shall be non-expansive and shall be obtained from an approved off-site borrow area. 10. Based on our laboratory test results and our experience with the soil types on the subject site, the soils will experience settlement in the magnitude of less than 0.5 inch under a structural load of 2p0Q pounds per square foot. 11. The active earth pressure (to be utilized in the di:!sign of walls, et cetera), shall be based on an l:quivaleot Fluid1 ·Weight of 36 pounds per cubic foot (for level backfill only). The design pressures presented above are based on utilization of soils native to the site in backfill operations. In the event that imported, clean granular fill soils are utilized as backfill material, this firm should be contacted for possible reduction of design pressures due to level backfill, sloping backfill, or restrained wall conditions. I 1·) I I I I I I I I I I I I I I I I, I Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 8 12. The passive earth pressure of the encountered natural-ground soils (to be used for design of building foundations and footings to resist the lateral forces) _shall be based on an Equival~nt Fluid, Weight of 375 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if the ~round adjacent to the foundation structure is essentially level for a distance of at least three times the total depth of the foundation. 13. A Coefficient of Friction of 0.4' times the dead load may be used between the bearing soils and concrete wall foundations or structure foundations and floor slabs. If the coefficient of friction is to be used in conjunction with passive earth pressures, the coefficient shall be reduced to 0.3. 14. The compacted fill soils that occ1.Jr within five feet of the face of any fill slopes will possess poor lateral stability, even though they have been compacted. Pro- posed structures and other improvements (such as walls, fences, patios, side- walks, swimming pools, driveways, asphalt paving, et cetera), that are located within five feet of the face of compacted fill slopes, could suffer differential movement as a result of the poor lateral stability of these soils. c. 15. Foundations· and footings of proposed structures, walls, et cetera, when found- ed five feet and further away from the top of compacted fill slopes, may be of standard design in conformance with the recommended load-bearing value. If the proposed foundations and footings are located closer than five feet inside the top of compacted fill slopes, they shall be deepened to one foot below a line beginning at a point five feet horizontally inside the fill slopes and projected, outward and downward, parallel to the face of the fill slope (see Figure No. IV). Slope ~lgn Where not superceded by specific addendum recommendations from our firm, trenches, excavations, and temporary slopes at the subject site shall be constructed in accordance with subparagraph (1) paragraph (f), of section 1541 of Title 8, Construction Safety Orders, issueJ by OSHA, I 1· I ) I I I I I I I I I I I I I I I 1, 0 Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 9 16. It is recommended' that all unvegetated' natural cut sloJ}es existing on the site be planted with an erosion-resistc1nt plant, in conformance with the requirements of the City of Carlsbad. . D. 17. Sit~ Qrainage Cpnslderaatlons Adequate measures shall be taken to properly finish-grade the site after the structures ,;i.nd other improvements are in place. Drainage waters from this site and adjacent· properties are to be directed away from foundations, floor slabs, footings, and slopes, onto the nat!,lral drainage direction for this area or into properly designed and approved drainage facilities (such as the existing inlet at the west corner of the property). Proper subsurface and surface drainage will ensure that no waters will seek the level ·of the bearing soils under the founda- tions, footings and floor slabs. Failure to observe this recommendation could result in uplift or undermining and differential settlement of the str.ucture or other improvements on the site. In addition, appropriate erosion-control measures shall be taken a:t all times <luting construction to prevent surface runoff waters from entering footing excavations, ponding on finished !:>Uilding pad or pavement areas, or running uncontrolled over the tops of cut ancl fill slopes. 18. Proper sub-drains shall be installed behind any retaining walls which may be placed on the site. Geotechnieal Exploration~ Inc. will assume no liability for damage to structures which is attributable to poor drainage. 19. Planter areas and planter boxes shall be sloped to drain away from the founda- tions, footings, and floor slabs. Planter boxes shall be constructed with a sub- surface drain, installed in gravel, with the direction of subsurface and surface flow away from the foundations, footings, and floor slabs, to an adequate drain- age facility. I I I I I I I I:~ I I I I I I I I I I I /) '...____,, Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 10 E. 20. General Recommendations Following placement of concrete floor slabs, sufficient drying time must be allowed prior to placement of floor coverings. Pre-mature placement of floor coverings may res1,1lt in degradation of adhe~ive materials and loosening of the finish floor materials. In addition, use of overly-wet concrete may result in slabs requiring an exceptionally long time to dry. 21. No subsurface structures shall be placed in the· moderately expansive soils without being properly designed by a structural engineer and/or soils engineer. VI 11. GMDINC ·NOTES Any required grading operations shall be performed in accordance with the general requirements of the City of Carlsbad,. under the supervision of a qualified soils engi- neer or supervised field soils technician. It is the responsibility of the Owner and/or Developer to ensure that the recommenda- tions summarized in this report are carried out in the field operations. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. IX. SUMMARY AND LIMITATIONS In order to issue foundation and floqr slab recommendations, our investigation was performed to verify the extent, condition, and approximate depth of the existing fill soils and to determine the character of the surficial formational materials. Compaction tests were taken in the existing fill soils to verify the relative densities. The compaction tests were taken in randomly placed trenches and indicate the existing fill soils were properly prepared and compacted. --However, our firm cannot assume I I I I I I I I I I I I I I I I I I I -, 0 ) Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 11 liability for the integrity of the entire fill area since our firm was not present during the actual grading operation. The grading supervision for the business park was performed by Robert Prater Associates (as mentioned previously). In addition, it is not within the scope of this report to determine the underlying and surroundin~ geology of the subject property. The geotechnical investigation was performed by Lowney-Kaldveer Associates, summarized in the previously mentioned geotechnical investigation. All statement in this report are appliable for the graded pad inspected by our firm and are representative of the site ~t the time our report was prepared. The firm of CeQtechnlcal Exploration, Inc. shall not be held responsible for fill soils pla~d at any future time, or subsequent changes to the site by others, which directly or indirectly cause poor surface or subsurface drainage and/or water erosion altering the strength of the compacted fill soils. The work performed and recommendations presented herein are the result of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This report should be considered valid for a period of three (3) years, and is subject to review by our firm following that time. If significant modifications are made to the bl!ilding and/or grading plans, especially with respect to the height and location of cut and fill slopes and the height and location of proposed structures, this report must be presented to us for immediate review and possible revision. The firm of Geotechnlcal Exploration, Inc. shall not be held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to issuance of this report. I I~) I I I I I I I I I I I I I I I 1, I Proposed Commercial Site 31 August 1983 Job No. 83-2771 Page 12 Once again, should any questions ;irise concerning this report, please feel free to contact our office~ Reference to our j'ob No. 83-2771· will ensure a prompt reply to your inquiries. Respectfully submitted, CEOTECHNICAL EXPLORATION, INC. _f), Jer Cli JBR/CWL/pj Attachments I i:J:;; I I I I I I I I I I I I I I I I I EQUIPME!-H DIMENSION DATE LOGGED 08-30-83 CASE Backhoe 2411 Bucket SURFACE ELEVATION GROUNDWATER DEJ>i'H LOCGE0 BY ~ w Q . - ' 1 .. ' - - 3 .._ ' ; 4-, 5 - 6 ' - -. .. ' - ' - ' -' .. ' - ' - •, ' -' .. . -'. --' -. Not Available Not Encountered JBR DESCRIPTION AND CLASSIFICATION w ~ ~ w ~ ~ + 1 .., w u :::, e:1 ~ :::, ~ :::, >-~>-.... 0 ~1-----------..------------'< I-~< --~I-~~ t::--1-z 0 1 ~ DESCRIPTION i !!? ~ z ~ ;::~ x"' ~ <vi -<t "' >-< A o COLOR CONSISTENCY TYPE • o . w a.O < 2 .... z a. a <11 Ill N REMARKS . . ~ ~ ~ o O ~ ~ ~ ~~ ~ u ~ 1 Miost, Silty fine Brown sand -FII..L- Moist, clayey · Dark sand -FILL-Brown Moist, silty fine Brown sand -FILL- Mo i.st, s 1 • clayey Dark silty fine sand brown tc -RESIDUAL TOPSOIL-browr Moist, silty fine Tan sand -FORMATION- WATER TABLE Moderatel SM compacted . Moderatel comoacted Moderate] compacted Medium dense Dense Lot7, 13.4 103 14.5 112 SM SM SC- S'M SM TEST TRENCH Commercial Site Palomar Airport Buciness Carlsbad, CA + 1 . [ Park ..,: u~ ._ II) ,-.. ~ z 0:::, .... 0 al V LOOSE BAG SAMPLE IN-PLACE SAM-PLE DRIVE SAMPLE JOB NO. DATE 08-31-83 LOG NO. · 83-2771 FIGURE NO. 1 11 I -,, • .J I ·1· I I I I I I I I I I I I I I .1- I I ECll,JIPMtNT OIMENSiON DATE LOGGED 08-30-83 CASE Backhoe 2411 Bucket ·suRFACE EL~VATION GRQUNOW.A;'i'ffR DEPTH LOOGED BY ...: ... 0 l: ... co Q. ~ w 0 . . .. . -: 111 . . . .. .; 1 -.. , ~ · 111: ' .. Not Available Not Encountered JBR ILi _, Q. ::E < V) ... ~ DESCRIPTION AND CLASSIFICATION ~ ..,; W :il W ;:EW ;:E + I .':'.::_ u ::, u ~ ::, ~ ::, >-~>-_, ti) --------..... --------------1·<1-~<v;-:::1-~::E!::--1-z O z DE~CRIPTION ~ !!? ~ Z ~ ;: !!? x ~ ~ ~~ <C 0:£ o~ ... 0=> ANO REMARKS COLOR CONSISTENCY TYPE z O z' w a. 0 < w w-' w a.x -::E -0 o::E ::Ee ~owu cou Damp, s i 1 ty fine sand Tan Dense SM 10.7 101 91 2 .. ··.· ~ . . -FORMATION- 14., 111 +1.7 . - 3 -. - ' - -. - --. -. , -. -. -. --. -. -. -. ... . - -. -. -. : 111 ... . . . BOH 3' WATER TABLE LOOSE BAG SAMPLE IN .. PLACE SAMPLE DRIVE SAMPLE TEST TRENCH Commercial Site Lot 7, Palomar Airport Business Carlsbad, CA JOB NO. DATE . 83-2771 08-31-83 FIGURE NO. 11 . Park LOG NO. 2 :I 1·. I) I I -, I I· I I I I I- I I I I I I I ..I' -t"-dlPMENT biMENSION DATE LOGGED 08-30-83 CASE Backhoe 24 11 Bucket SUR-FACE ELEVATION GROUNDWATER DEPTH LOOGED BY ~ ... ~ iE 0 C0 Q. ~ w .~ Q .--•-.. ~: 111 ... ... ,: 1 -,•. -. Ill: '. 2-... . ·. ~ : 111 . 3 . . . -. - - -. - ' - --. -. -. - -. -. - -. - - - --. - i ~ 0 I Not Available Not Encountered JBR w ~ Q. ~ ,c( V) W -.,w ~ ~ + I w a,: I.LI >-... a,: ::, >-w -----------------------1~ 2 ~ = -~ ~ ~ !:-:!t · o DESCRIPTION -~~~a:! z o. ;::~~ x z ~ :C~ ~ z DESCRIPTION AND CLASSIFICATION ANO REMARKS COLOR CONSISTENCY TYPE z 9 z I.LI a. g -< w U:: w ~ o . _ -< -0 0 .._ ~ 0 01:9 w u Damp, silty fine sand -FORMATION- BOH 3' - Tan Dense SM TEST TRENCH WATER TABLE Commercial Site Lot 7' Palomar Airport Business Park LOOSE BAG SAMPLE Carlsbad, CA ._; u.. -V) I-~ z 0 ::, ~ 0 c:0 u --. JOB NO. IN-PLACE SAMPLE DATE LOG NO. 0RIVE SAMPLE -83-2771 08-31-83 3 FIGURE NO. -· CITu<l~o 1r / I I I I I I I I I .. · I I I I I I I I _) EQUIPME1.:fr . ·DiMENSION DATE LOGGED CASE Backhoe 2411 Bucket 08-30-83 ·suRFAC"E ELEVATION GROUNDWATER DEPTH 'LOGGED BY Not Available Noe Encountered JBR DESCRIPTION AND CLASSIFICATION ~ + .,.: .,.: w ::::w :::: I LI. w ex w >-...... ... _, :,~ :, >-w ...i V) 0 w u :, u ... :::: !::->>-0 I- :r: _, j Iii~ <--~Iii~ -1-z z I-10 a. DESCRIPTION _, V) u -V) u .... -V) 3 Cl. ~ ~ Q. -Q. z a. .... -X Z Q. <V) ~ z 0 :, w < AND REMARKS COLOR CONSISTENCY TYPE ,o 'w a..O <w ..,z 0 0 0 ;?; :::: ;?; e ww X ... II) II) o:::: ::::o a::O w u al u ' . -Moist, s i 1 ty Mottled Medium SM 1 ~ fine sand Rust dense . I brown anc -'f~ tan-gray ·,· . 2_ -. 1 11.7 102 lt-0. 7 --FORMAT ION Becomes . 3-dense -. 4- -BOH 4.5 1 J -. .. '"\ . .../ -r -. -. -, . -. -. - -. - -.. -. -. .. -. TEST TRENCH i WATER TABLE Commercial ::i1te Lot 7, Palomar Airport Business Park ~ LOOSE BAG SAMPLE Carlsbad, CA . -~-·-.. ' 0 IN-PLACE SAMPLE JOB NO. . DATE LOG NO. -83-2771 08-31-83 t1 DRIVE S:AMPLE 4 :i FIGl,JRE NO. C~®11o 11 I I I I I I I I I I I I· I I I I I ' .. ' , EQltlPMENf DIM.ENSiON DATE LOGGED CASE Backhoe 2411 Bucket 08-30-83 SURFACl ELEVATION GROUNDWATER DEPTH LO.CGED SY Not Avcii lab le Not Encountered JBR .. DESCRIPTION AND CLASSIFICATION ~ ,-.: ,-.: w ~w :E + I u.. -... -' w 0,: w >-:::,~ :::, >-w _; V) w u ::> u .... > >-. i= 0 .... ~ !::-0 .... ~ :n-a-e <---~ t:i~ ~ !:: z 3: z a:i 0. DESCRIPTION -' .,, u -"' u "' a. ~ ~ a. -a. z 0. .... -X Z 0. :2 t z 0 :, w < ANO REMARKS COLOR CONSISTENCY TYPE ,o 'w a.O <w -' 0 -' 0 0 VI II) ~~ ~Q 0~ :E 0 WW X 01:0 w u QJ u .. . . . . ' -: 111 Damp, s i 1 ty Tan Dense SM ' .. 1 - . . ~ ... fine sand ~ · 111: .. 2-.... . ·. -: 111 -FORMATION- . . . 3 , -BOH 31 ' - -.. . ' ' - ' - -. -. -. - I,... . t ) --....~ - - - -. --. •. ' -. TEST TRENCH :g - WATER TABLE Commercial Site ~ lot 7, Palomar Airport Business Park LOOSE BAG SAMPLE Carlsbad, CA -·-. JOB NO. DATE LOG NO. 0 IN-PLACE SAMPLE D DRIVE S.AMPLE . 83-2771 08-31-83 5 FIGURE NO. G~®=ilo ; I I. I I I I I 1, I I I I· I I I I I I I EQUIPMENT CASE Backhoe SURFACE -ELEVATION Not Available DIMENSION 24 11 Bucket GROUNDWAT-ER DEPTH Not Encountered DATE LOGGED 08-30-83 LOCGED SY JBR DESCRIPTION AND CLASSIFICATION w ~ w ~ ~ + 1 --------r--------------lu ~ u ~ ::) ~ ::) >-~>-. o--' ,-.: ,-.: u.. ·;;; ... _, :c 0 It Cl0 i Ii, Q ..., .. . . . . : 111 ' ... ~ 1 .. ... ' , Ill: -. . 2 • . . . . .. -: 11! . 3 . . -. -. -' . '; -. . - ' - ' ~ - - -. -. . -. . ' .. ' -' I.I.I .... Q. ~ < ..., ,_ J DESCRIPTION AND REMARKS Damp, s i 1 ty fine sand -FORMATION- BOH 3' WATER TABLE LOOSE BAG SAMPLE • IN-PLACE SAMPLE DRIVE S:AMPLE COLOR Tan < I-~<--:i:l-l3-I! ~ !::--1-z ce!!2 ~:£g.;:!!2 x"'~~~~ ~ I O I W 'Q. 0 <( z --' z Q. 0 ~ ~ ~ o __ o~ ~ ~ ~q ~ u ~ONSISTENCY TYPE Dense SM 12. 3 103 TEST TRENCH Commercial Site Lot 7~ Palomar Airport Business Carlsbad, CA Park 1-3 z 0 ::, .... 0 a:i u JOB NO. DATE LOG NO. . 83-2771 FIGURE NO. 08-31-83 6 / I I I I I I I I I I I I, I I I I I I EQUIPMENT DIMENSION DATE LOGGED 08-30-83 CASE Backhoe 2411 Bucket SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY .. ..: ... _, :c 0 .... 10 a.. 1 w 0 Cl) - ' 1 - - 2- - ' 3- - ' - ' - - ' - ' -. --. -. ' -. -. - -. - - ' -. . ' -. - ' - Not Ava i 1 ab 1 e Not Encountered JBR w _, a.. ~ < II) DESCRIPTION AND CLASSIFICATION W ~W ~ ~ + I ~ ~ ~ ~ :)~ :) >-~>-...,0 ----------------------.1< .... ~ < --~ .... ~ ~ !::-->-z DESCRIPTION a! !!'! ~ :t ~ ;:: ~ x "' ~ ~vi ~ "' AND RE COLOR CONSISTENCY TYPE 1 0 ' w a.. 0 < Z _, Z a.. oz · MARKS ~ ~ ~ o 0~ l ~ ~~ ~ u Damp, fine to medium sand -FORMATION- BOH 3.25 1 Tan Dense SP TEST TRENCH WATER TABLE commercial !:51te Lot 7, Palomar Airport Busfness Park Carlsbad, CA ,-.; ,,_ ·--V) .... ~ 8 al u LOOSE BAG SAMPLE IN-P~ACE SAMPLE DRIVE SAMPLE JOB NO. DATE 08-31-83 LOG NO. · 83-2771 FIGURE NO. 7 II ti t ·1· I 1 .. I I I I I I I I I I I I I I I I .?J 1<\0 0 130 120 110 100 90 00 0 LABORATORY SOIL DATA SUMMARY \ \ , ' \ \ .. \ ' \ \ \ 1 \ \ .. \ \ \ ' \ \ \ ' \ \ \ \ ' \ -\ \ \ ~ \' \ l. ..... I-. \ X ~ /'-z. ~ n ,, /\ IIJ I j /I ~ \ ~ !:: v/ , ,, \ z \\ ::, . (/ '\ \ \ \ >-~-' a: 0 '· ' ' \ \ \ \ \ ' \. \ \ \ \. MAXIMUM DRY I 2 DENSITY (pcf) . 11.2 11 1 OPTIMUM MOISTURE CONTENT(%) 14.5 14 7 I I I I MOISTURE CONTENT% \. ,DIRECT SHEAR TEST DATA 2 APPARENT COHE SI ON rp1f) APPARENT FRICT ION ANGLE 100 80 60 40 ?O 0 1000 G MECHANICAL ANALYSIS 3 ¾ 4 10 40 200 100 10 I.O 0.1 0.01 0.001 RAIN SIZE IN MILLIMETERS \.~ fOB 3 \~2.70 '\ -2.60 1"-1~~~2.50 SPECIFIC GRAVITY ,~ ·~ , .. , -ZERO AIR VOIDS CURVES '~1 10 20 30 40 LABORATORY COMPACTION TEST SOIL SOIL CLASSIFICATION TYPE r Silty fine sand 2 Silty fine sand 3 SWELL TEST DATA I 2 INITIAL ORY DENSITY (pcf) 1 m 110 INITIAL WATER CONTENT(%) 1 ~ 1? " ' LOAD (p If) 144 144 PERCENT SWELL 1. r; 1. 7 B~ING NO. 3 TRENCH NO. DEPTH 1 1811 JOB NO: 83-2771 FIGURE NO· I I I -1 I I I I I I I I I I I I I I- I I I I P'.ROPOSED STRUCTURE CONCRETE FLOOR SLAB ·--·---. ---· --. ----. ---. ----. -----·----·-- TYPICAL· TOP OF COMPACTED FILL SLOPE SECTION COMPACTED FILL SLOPE (MAXIMUM INCLINATION 1.5: 1.0) COMPACTED FILL (SHOWING PROPOSED FOUNDATION LOCATED WITHIN FIVE FEET OF TOP OF COMPACT!;:D FILL SLOPE) 0 1' DISTANCE FROM TOP OF SLOPE 2' :s' ' 4' TOTA~ DEPTH OF FOOTING ------ 1.5:1.0 FILL SLOPE s-2# 4-4" 34f' 281' 20" ----- l ! -·--_, i - 'I 2.Q:1:9 FILL SLO·P·E ie" ----3-0" 24" 1 a" FIGURE NUMBER IV JOB NUMBER 83-2771 _ I 1· I I I I '! J• I I I I I I I I I I I I I 0 GENERAL APPENDIX B GRADING SPECIFICATIONS The intent of this item is to properly establish procedures for cleaning and compacting natural grovnd, preparing areas to be filled, and placing and compacting fill material to the grades and slopes as shown on the Grading Plans. CLEARING All vegetation, brush and debris shall be removed, piled and burned, or otherwise disposed of, to give the surface a neat and finished appearance. COMPACTl'NG NATURAL GROUND After clearing, the natural ground shall be scarified to a depth of at least 12 inches, watered to optimum requirements and compacted to not less than 90 percent of maximum dry density, according to A. s. T .M. Test Method D-1557, in a four-inch diameter, cylindrical mold of 1/30th-cubic-foot volume. Field density tests shall be taken in, the natural ground in accordance with A.S. T .M. Test Method 0-1556. FILL MATERIALS Materials for the fill shall be approved by the soils engineer and shall be free from organic matter and other deleterious substances. In the event that expansive materials are encountered within three feet of finished grade, they shall be entirely removed or thoroughly mixed with good~ granular material before incorporating them in fills. No footing shall be allowed to bear on soils which, in the opinion of the soils engineer, are detrimentally expansive --unless designed for this clayey condition. PLACING AND COMPACTING FILL MATERIAL After preparing the areas to be filled, the fill materials shall be placed in layers not to exceed six inches in compacted thickness. Each layer shall be watered to opti- mum reqvirements and compacted to not less than 90 percent of maximum dry density in accordance with A.S. T .M. Test Method D-1557. Compaction. of the fill shall then proceed in the specified manner to the grades shown on the approved plans. When the slope ratio of the original ground is steeper than s.o horizontal to 1.0 vertical, the original ground shall be benched. Ground slopes flatter. than s.o horizontal to 1.0 vertical shall be benched when considered necessary by the soils engineer. Fill slopes shall be compacted by means of a sheepsfoot roller, or other suitable equipment. Slope compaction shall be continued until the slopes are stable 'but not too dense for planting. Field density tests shall be taken when considered necessary by the soils engineer in accordance with A.S. T .M. Test Method D-1556 and shall be made not exceeding two feet in vertical height providing each layer is tested. FIELD OBSERVATION AND DENSITY TESTING Observation and testing of the fill shall be made by the representative of Geotechnical Exploration, 'Inc. during the grading operation so that it can be reasonably assumed that the_ fill was placed in accordance with these specifications. SEASON LIMITS No fill material shall be placed, spread or tolled during unfavorable weather conditions. When the work is interrupted by heavy rains, the filling operation shall not be resumed until field tests indicate that the moisture content and density of the fill are as previously specified. r1~ I 1· I I I I I '-,.J I I I I I I I I I I I APPENDIX A UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE-GRAINED More than half <>f material 11 larger than a No. 200 ,1eve GRAVELS, CLEAN GRAVELS More than half of coarse fraction is larger than GW Well-graded gravels, gravel and sand mix- No. 4 sieve siie, but smaller than 3" tures, little or no fines. 0 ·GRAVELS WITH FINES (appr~ciable amount) SANDS, CLEAN SANDS More than half of coarse fraction is smaller than a No. 4 sieve. SANDS WITH FINES {-appreciable amount) FINE-GRAINED GP Poorly graded gravels, gravel and sand mix- tures, little or no fines. GM Silty gravels, poorly graded gravel-sand-silt mixtures. GC Clay gravels, poorly graded gravel-sand-silt mixtures. SW Well-graded sand, gravelly sands, little or no no fines. SP Poorly graded sands, gravelly sands, little or no fines. . . SM Silty sands, poorly graded sand and silty mixtures. SC Clayey sands, poorly graded sand and clay mixtures. More than half of material 11 smaller tfian a No. 20"0 sieve SILTS AND CLAYS Ml.. Inorganic silts and very fine sands, rock flour, sandy silt and clayey-silt sand mixtures with a slight plasticity. Liquid Limit Less Than 50 CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, clean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Liquid Limit Greater Than 50 CH Inorganic plays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. HIGHLY ORGANIC SOILS PT Peat and other highly organic soils. GEOTECHNICAL EXPLORATION, INC. 27 October 1983 SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY Lusardi Construction Co. 1570 Linda Vista Drive San Marcos, CA 92069 Job No. 83-2856 Subject: Dear Sirs:· Footing Excavations lnspectiQn Proposed Commercial Site, Lot 7 Las Palmas Drive, 500:!: East of Camino Vida Robles Carlsbad, CA 2-e:>~/ t.,A6 PA-t.-tv/,A-$ Pl2-· In accord_ance with your request, Geotechnlcal Exploration, Inc. has performed an inspection of the footing excavations at the above subject site. The inspection was performed on 26 October 1983, by our Staff Engineer. All footing excavations have been advanced into firm, good-bearing soils in accordance with the requirements of our previously issued 'Report of Soil Investigation,• Job No. 83-2771 and dated 31 August 1983. The soil conditions observed during our inspection do riot vary from this report. Interior spread footings have been excavated to a minimum depth · of 18 in'ches. The footing excavations have been cleaned of the majority of all loose materials generated during footing excavations. It is •roted, however, that footing dimensions must also be in conformance with the r.equirements of the structural engineer. The subject site has been graded in accordance with the requirements of the geo- techn\cal investigation issued by our firm and dated 31 August 1983. A summary of our observations during the actual grading operation and a list of field density. fests taken during the actual grading operation will be includ_ed in our Grading Observ~tion . Report which is in the process of i.!ieing prepared • • , ', /!.:-· --~ .. ~~ '" . ~,, 0 " t~ 'fl £<'" ~ CJ/ J ., .::: ,b l IJsA h.{ l9a3 t/1'[)1 8145 RONSON ROAD, SUITE H • SAN DIEGO, CALIFORNIA 92111-2081 • ( 619) 560-0428 '. Proposed Commercial Site, Lot 7 Carlsbad, CA Job No. 2856 Page 2 If you should have any questions concerning this matter, please feel free to contact our <>ffice. Reference to our Job No. 83-2856 will ensure a prompt reply to your inquiries. Respectfully submitted, CEOTECHNICAL EXPLORATION, INC. Louis W. Watts, Project Supervisor , LWW/CWL ~d(47) •• ~, ' ' I ' i" <.-' .' ESGIL CORPOR.fl-ArrIO:lttJJ 93~.0 CHESAPEAKE DR.; SU:lr,.E'~ t2~ SAN DE.EGO, CA 92123 (611.$) 560··1408 :/:ljiif ~: lf S-5> t:.{/p;LO -~ I L 19$ 17:7.L IY/ ,t:.J-::s ,< ' ' ,~~ f )a,,,t f<yt-t.. $ V /3 S7T.-fn_V lfh_~ / to1tt11J ~he · l4Pe ~s -' . ,' ,' _..,...-; De~fa, /. I .. 5 I /2CVW ti J.., l'l- ,0, .,,,~"''"'"'/ !ZeSS-: C/ 12 G3 be,h / t?LJ, , tµti?/' vs e a:>7:;-77.c;;,- ;ze/4,, I? IY/ :1 0q// 'Uf' ·;9-{j,-r _) ',. ·_··., :·,,:··.,· (%v?'. · .. c:;7 ~~·-e,~~ /?ee:l~v '' •. ·I':, • ' '~ ' . :, ':,~-· .... :: '' .., '1' ,' •I, , 1,1 '· 7; .,:, _- ,/ .. ,1 ' ·~ '_,,,• ,:, ; .. ' . .,. ... -~:-~' .. . '· , :': _, •,,,':' ',.· •11 ' •• ' < ''; ,, . ,., ,, ~ . . . . /' ~·:· ';_,•I ._ < ,,, ,./:\:;: .· .• ·: •• ' • '' /-J, ·,-', ·-', ' ,., .· ,'. :·:--.'';,_, .-./ . . 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T' - ESGII..o CORPORA--a..TION 9320 CHESAPEAKlE! UR • .; SUI'l~E 122 SAN DU~GO, CA f):2128 (619) 560-1468 ~e pJa?t /<_yu... S,:,,B ~I /n-{., "7 '•' ,: .. ~--t f? 1 o/ IA.,,1 I~ Y-h e. L,trpe_5 (I •• 1.?e--f« I I / . .5 W;Jz,,L--/9:no :.sp /'rCIJ;;V o~Le6, , < 'f-p /2.e /;eve /2 1 ,PJ2dt 5k-h c.. , C'_f' /2e S~ V 12' Gr be.A I l':l-.t) tvcc// , .. -~ .,. ,, ,, ?''' ·,' ~I 1 • ' ' J' ' ·-1 ',; ,,, ,. I ~ ',' • ' . : i; 'f'' , •,•' '1.,,,;,.,-;0 . ' :' ,::, ' ., ' ,, ,,'' ~' ' ' . ~ , : ·.-· .. ,, I',,, l, .,, , .,,; : .. · . ' . \:~:. ... , .. _,· •' --, ' '. -:! ~,, • .+ I ,'' \ ,\ :~: '<:· ,•, ',',. : ·? ,:, :1· ... ·) ,<:· .: ·:;··· ~.\ ··~: : ~--.. _;~;_,,._, ,;::/.,,." • / " ~~te,/tJ/!!f83, Juri8di9tion_ C::~ '7¢// by, . CJ Bldg. 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