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HomeMy WebLinkAbout2198 PALOMAR AIRPORT RD; ; CB941613; PermitCITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 B U I L D I N G P E R N I T Permit No: C5941613 01/12/95 08:34 Project No; A9402388 Page 1 of 1 Development No: JobAddress: 2198 PALOMAR AIRPORT RD Suite: Permft Type: MISCELLANEOUS It " Parcel No: 760-221-18-00 Lot#: Valuation: 200 000 Construction Type: NEW 0258 01/12/95 0001 01 02 Occupancy Group: Reference#: StaRT ISS LOW. O0 Description: FOUNDATION REPAIR FOR EXISTING Applied: 12/08/94 HANGER Apr/Issue: 01/12/95 - Entered By: DC Appl/Ownr : LUSARDI CONSTRUCTION: * 619 7443133 1570 W. LINDA VISTA DRIVE SAN MAROCS, *** Fees Required *** ' Fes)CoI*cted & Credits Fee s:-------------------- iO 6433.70 Adjustments / .0 Tota r.e1tts: .00 Total Fees:, * 1.63 00 T€ftl Rv1i?y: 600.00 / Balance Due: 1,033.00 ---- 600.00 PLAN CHK Miscellaneous Fee # > 0" .00 Miscellaneous Fee # io, .00 1033. 00 BLDGPERMII MISCELLANEOUS T TAE 1633. 00 (K ~~J of INCORPORATED PE &N City of Carlsbad Building Department UL. i/AlIff 2075 Las Patinas Dr., Carlsbad, CA 92009 (619) 438-1161 From List I (see back) give code of Permit-Type: --------------------------------------------------------- For Residential Projects Only: From List 2 (see back) give Code of Structure-Type: Net Loss/Gain of Dwelling Units PLAN CHECK NO. ?-(- Es-r. VAL€X PLAN CEPOU_, 9886 12/08/94 0001 01 02 C-PRMT 60000 2. PROJECT INFORMATION L1 / . cZZ, FOR OFFICE USE ONLY M-P-- ?4w:) 1sugorsIte1No. Nearest Cross Street y AE,do V/ LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. CHECK BEWW IF SUBMITTED: 02 Energy Calcs 02 Structural Calcs 02 Soils Report 0 1 Addressed Envelope CRIPTION OFWORK SQ. FT. 2_ # OF STORIES # OF BEDROOMS LA A- # OF BATHROOMS A.)1 A NAME (lastname first) , 1e-) J/f(ADDRESS CITY STATE ZIP CODE DAY TELEPHONE '- 4. AFFIICAN'I U CONTRACTOR U AGENT FOR CONTRACTOR DOWNER U AGENT FOR OWNER NAME (last name first) ADDRESS CITY STATE ZIP CODE DAY TELEPHONE 5- PROPERTY OWNER ii-NAME (last name first) -'()N\P'c /'ç\ S( ONtd W ' ESS CITY (E>N STATE (j ZIP CODE DAY TELEPHONE OFfl 6-' CONTRACTOR NAME (last name first)/ L3M0- JJ5V2MC7l0DSS £57Q J LWOA L'A i2.1 V CITY STATE LA, ZIP CODE DAY TELEPHONE - 7LjL1_ 3)3 STATE UC. LICENSE CLASS CITY BUSINESS UC. # DESIGNER NAME (last name first) ADDRESS CITY..------- --- ------- STATE ZIP CODE DAY TELEPHONE STATE UC. # [7.. WORKERS' CDMPENSATION. Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). x iUCEQMPANY-.AfAE.. (IULWP POUCYNO.2 C737RPIRAllON DATE 6 6 - Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compen don Laws of California. SIGNATURE ALA £ DATE Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractors License Law for the following reason: 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale.). 0 1, as owner of the property, 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 improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES 0 N Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES ONO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DIS'IllICF. WNS1RUCI1ON LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS A&'iuurr Chit.ICATlON I certify that 1 have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CI1Y OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA-- An OSHA permit is required for excavations over 5'O" deep and demolition or construction of structures over 3 stories in height. Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not comm cod within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or aba Vneat a y ti af Kille w rk i APPLICANT'S SIGNATURE commenced for a period of 180 days (Section 303(d) Uniform Building Code). DATE: - - W 7X 01,09/95. 14:07 ''1 619 438 3866 CINEMA AIR INC. O02/002 CINEMA AIR JET CENTER Mr. David Yao Esgil Corporation 9320 Chesapeake Drive. Suite 208 San Diego, CA 92123 January 9, 1995 Dear Mr. Yao, Per your request on January 9, 1995, may it be known that Cinema Air Jet Center, Inc does recognize that the repairs planned for Aircraft Hangar Number Three may not be permanent. We also recognize that the foundation and or hangar may undergo additional non-structural damage as a result of subsidence known to be occurring within that parcel. This admission does not, however, alter any of the terms and conditions listed within the Limited Release Agreement which exists between Cinema Air Jet center, Inc. and the County of San Diego. If you have need any fl.irther information with regard to this issue please contact R. W. Martin or myself at (619) 438-0877. William S. Billingsley Cinema Air Jet Center, Inc. 2056 PIomer Airoort Rd. • C.r!sbad. C.isfornia 92008 • 619J 438-0877 •FAX (619) 438-0471 'c I 7_ )67 VIWE & 2IDDLETON ENGINEERING, 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-9343 TO 1!: THE FOLLOWING WAS NOTED: > 11'r) A A! -r F T ti .- ,- - DATE J JOB NO. PROJECT 4/(2 LOC7 CONTRACTOR OWNER WEATHER TEMP. ' °at AM °at PM PRESENT AT SITE > 'S / / ' COPIES 4 ]I]IOIUA ]LJD JI 7-V SIGNED RECYCLED PAPER OY Contents: 40% Pre-Consumer • 10% Post-Consumer > 1. - '-J / - — . 1 11 ., •. . — ., ., .'..' - -. THE FOLLOWING WAS NOTED: DATE 2/2 z/) JOB NO. LOCATION CONTF(ACTOR OWNER WEATHER - TEMP. °at AM 0 a PM PRESENT AT SITE VINJE & MIDDLE1ON ENGINEERING, INC. 2450 Vinçyard Avenue Suite 102 ESC0NDIDOCAUF0RNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 ' TO /7/ ///7,f c7'' ,7 1:i - 95 t'2 j -':ze: ,' , ii J-4,,09 A/Z7 -g f 7 A,-/'A' - — COPIES TO SIG NED -, - I - RECYEDPER ' 'âY Contents: 40% Pre-Consumer • 100% Post-Consumer COPIES TO THE FOLLOWING WAS NOTED: DATE JOB NO. PROJECT LOCATION CONTRACTOR OWNER WEATHER TEMP. 0 a AM 0 a PM PRESENT AT SITE VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO ,1 p :,i iA •:// P(/,?- i'tA-"42'z 4 — 4-L(__ ?,vr1c i, TT 2íi9 A'i.',O — 7Z i • K119 J)7>?J - ,-794'c ,A/,6' 6Lealll )t JJ -Z Ti4 Tuiqj( I©JIftr SIGNED IC, 'RECYCLED PAPER Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 - Phone: (619) 743-1214 Fax: (619) 739.0343 TO M6't/.zi fl 1'! THE FOLLOWING WAS NOTED: DATE 1J/4c JOB NO. PROjECT 2 01 LOCATIONJ f'/Q /,,zwd2 ,L/ i4,? r CONTRACTOR - ' OWF4E / WEATHER / - 1911- TEMP. at / AM O at PM PRESENT AT SITE > 4e; 7. 7, 'F 1/ ,/ , .- -' .—) -. - .._ -, , _/_ (•) —.------ / -,--, ,—.' 1 % :— COPIES TO JI]IOI]LJD ©]II SIGNED - RECYCLED PAPER '6Y Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & MIDDLETON ENGINEERING, INC. 245' Vineyard Avenue Suite iog ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 THE FOLLOWING WAS NOTED: DATE JOB NO. PROJECT/ L// LOCATION 1-2C47 CONTRACTOR OWNER .or WEATHER / TEMP. 0 a AM 0 a PM PRESENT AT SITE - .-1A'/J,.-A,' Z2 c2 / .i i I A I Al.. 74'- 70,3 -J4) /j -, 57// >W 4 c P / 12j7%j1 J_i - S'7- 94o ,El ly COPIES TO -, JI]LD J]IJ©J SIGNED RECYCLED PAPER '6Y Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & MIDDLETON ENGINEERING, -INC. 2450Vineyard Avenue Suite .102 ESCONDIDO, CALIFORNIA 92029122S Phone: (619) 743-1214 - Fax: (619) 739-0343 TO -' A THE FOLLOWING WAS NOTED DATE JOB NO. 77 LOCATIO CONTRACTOR . OWNER WEATHER / TEMP. ' °at AM 0 a PM PRESENT AT SITE 4i/f2 Ott' iZc 45 ep (). ..// Le&. Al;A,9 OAf / 7 4 <. . . . ,. , . ' I)L7 - A 99t E > 4- -.-- 4 . .4 -. .4. • 4 . -. . S . - . .. . 4 . • 4 .. s-.-- .• - 4 . .5 . . . 5- ...- S.- •15 4, COPIES TO _____ JIJLID SIGNED . -. . RECYCLEOPAPER Contents: 40% Pre-Consumer • 10% Post-Consumer 4. . •. • - THE FOLLOWING WAS NOTED: DATE Z11195 / 9 OB NO. -/_?/-/.) 7; . PROJECT LOCATION CONTRACTOR OWNER WEATHE4 TEMP. 0 a AM °at PM PRESENT AT S'ITE VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 10 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO //Z41 r?n £ > 10, £ 4 7/7 i2-/ c'v_5 (2WC,.0 ,7__ J/ ,9'10 -?--2 >c - 1F'/ ,•ei _)4 Ac /, )4_ COPIES TO Ip I]LJID ©JIBI SIGNED RECYCLED PAPER 'ÔY Contents: 40% Pre-Consumer • 10% Post-Consumer THE FOLLOWING WAS NOTED: DATE ;JOB NO. PROJECT LOCATION CcJNTRACTOR OWNER WEATHER I TEMP. 0 a AM °at PM PRESENT AT S,rE VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCtNDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 7390343 TO 2:6-20 P&4 ,,V ,* &3 4e I re2 - - , s— l-• - — > 7A1 //d 7 P,7(, , • TA/ s, - '41 COPIES TO_________________ I]LJID I©]IRIE SIGNED_______________ —RECYCLED PAPER JY Contents: 40% Pre-Consumer • 10% Post-Consumer THE FOLLOWING WAS NOTED DATE JOB NO. PROJECT LOCATION /)47,r,1j i2,/17 CONTRACTOR I OWNER WEATHER TEMP. 0 a AM °at PM PRESENT AT SITE VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO > P1 ni-' i' iio-t TMJ-/ j-pe e ( 7i 7/) ) I Al 7/4J' /iL I7t t )/,2 ç 19 )7/Y5.,' /,'-?e--e ii ti nAZ - i1-2? /'7 ,-fJ'JC. th,4 )v. 6 COPIES TO______________ JIE]D F©]IRI SIGNED R'cCLED PAPER ED Contents: 40% Pre-Consumer • 10% Post-Consumer rI '-I-, iA )!,A/ VJNJE & MIDDLETON ENGINEERING, INC; 2450 Vineyard Avenue• Suite 102 ESCONDDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO 13142 THE FOLLOWING WAS NOTED: > J -5 , 'T C / j 14 Ar , /7 T/½'4// ,'Jr,'2c I17/All s '/z7 - - i1' 2 DATE , JOB NO. PROJECT - - LOCATION - - CONTRACTOR' - - - - OWNER' - WEATHER - , TEMP. ' 0 a - AM °at. PM PRESENT AT SITE / - ,A/or y7-/c ( ?9 CQPO TED ILJA ]LD ©JIRI SIGNED _' - RECYCLED PAPER' 40% Pre-Consumer • 10% Post-Consumer -' _-_____- __- _____'' • • THE FOLLOWING WAS NOTED: DATE JOB NO. PROJECT Ai LOCATION CONTRACTOR /(' c/-//p41; OWNER WEATHER TEMP. 0 a AM °at PM PRESENT AT SITE VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739.0343 TO 1z Tc/ ? :' c. , k) 724' c 4/2 4/• 74 ' (___ /;y,' 7/V /?',c'f/ /J)/74,/cc 6:y COPIES to llJi]It]ID I2©mr SIGNED -. RcveeED-PAPR IâY Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO THE FOLLOWING WAS NOTED: > DATE JOB NO. 93i./, PROJCT / t, Aff nP 271/e9 /7/ /7 LOCA?ON - CONTRACTOR /OWNER WEATHER' TEMP. at /7 AM 0 a PM PRESENT AT SITE -7- - 7 .,, ' •;_.•/ / I 2 i /y r" :'2.9 fp'-c7 X/TjZ •4 //Z T f > COPIES TO JLg'IllJIUJA]LJID I2©]IIE SIGNED RECYCLED PAPER . Contents: 40% Pre-Consumer- 10% Post-Consumer THE FOLLOWING WAS NOTED: DATE - ... - JOB NO. f PROJECT Cir'c..(k b/2— LOCATION - 41LiA'L AI2T CONTRACTOR OWNER \WEATHER I - TEMP. 0 a AM 0 a PM PRESENT AT SITE VINJE & MldbirETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO it > Ar'vi A' -r -C-i r .'— sç's 7 4 -7,) 4 L'.'-' 'z'. ; 7 fr -: 1:'c 4 2. 1i 71Pt g,'1_ A 'Q) ;\T7,' 44. ---:,,:- ff7 4Ac COPIES TO /2' 47t V SIGNED 7 RECYCLED PAPER Contents: 40% Pre-Consumer. 10% Post-Consumer THE FOLLOWING WAS NOTED: DATE ,k JOB NO. q PROJECT / - LOCATION - /'i (427'2Al CONTRACTOR OWNER 7, I WEATHER. / TEMP. °at AM °at PM PRESENT AT SITE / ------ '' / /. VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCON0D0, CALIFORNIA 92029 1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO > )1, AS /,2ç77 I,. 77A7 RECYCLED PAPER Contents: 40% Pre-Consumer • 10% Post-Consumer 4 DATE •. /1?7Yc-' JOB NO.f 9?/ -L PROJECT / ( /,-v 4 //2 LOCATION CONTRACTOR OWNER WEATHER 6i- lene/'2 TEMP. 0 at AM PM PRESENT AT SITE VIWE & VIDDLETON EGEERI?G,'IC. 0 2450 Viyárdvenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fz: (619) 7390343 TO THE FOLLOWING WAS NOTED: XZ 2 Di ((7/ 4Ai/r/f ,Zi) 0 ( 4 . ,oqo D7) (Pu1.cM64, 14' I cAHJI / /5ro aô A Z-71 i'/i, ,/LJ// / /e/ c/ /j)( 4;tn /4t1 Jr j N c COPIES TO___________________ - SIGNED / - RECYCLED PAPER 'OY Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & MIDDLETON ENGINEERING, INC. - 2450 Vineyard Avenue Swte 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739.0343 - TO 4 - THE FOLLOWING WAS NOTED: DATE - - JOB NO. 95 -/3//2. PROECT/ LOC?ION . . . —. CONTRACTOR . OWNER WEATHER TEMP. 0 a AM °at PRESENT AT SITE ,. - - -, ,— IF ts / 6 Th/ ................................ COPIES TO I )p MIN i©mir, : SIGNEO - . . .. y. . . . RECYCLED PAPER V Contents 40/ Pre Consumer 10/ Post-Consumer THE FOLLOWING WAS NOTED: DATE / 2/75 JOB NO. PROJECT / A/P - LOCA1O P4 C cm,4 e17 X/ '12 la~r- CONTRACTOR /z I OWNER' WEATHER TEMP. 0 a AM °at. PM PRESENT AT SITE VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO A > S P 9//'f .4 .Lr c "• j,, 5. — T' i-vr i-/OIP. J /i,)/ I(• 4q II,J(i7 (97.V9 /F///K7 .t4 d7 121a a I 717 c, T, , -r i 37 3; > 1 11 ,, '2i COPIES TO UA xc, IF ©JII•; ,. SIGNED . - RECYCLED PAPER - Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & 'klbDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO AJaJ tA4 t 1J(.c i-Y I THE FOLLOWING WAS NOTED: DATE JOB NO' PROJECT 4M LOCATION CONTRACTOR LusizD, /457-I214 OWNER WEATHER TEMP. 0 a AM Oat PM PRESENT AT SITE > . a 4 r C', -61=6 7:v /3:'-O t'j') " Qqtspf 4E7A711r 47 r '/ .kr' 'c 'trn 'e/(' ;i;if 7 I-f .i&i; I F c. (4.ApTAs.2 ' :y1iO - 4, c If STh J//j- /5-.c-' T - ' i-c' O?,tt P' ' V -t'-(I -r 071 Th?f p-k' 1/ /tT ).S ,J 4± ,icrr faL -fl' Z & (7op A. r tM.L 4_.% ee C 096 421 A r10 " 4P I / ttI -11 — . -e% ' aiV ej s-ri 1,2g. /)1f I\11S fl2 7/ 'IA — Am I i. t\1 —---•- tr -. -- . -- - —, '- J7 4 — '- -:-rc up COPIES —1 jZf1 ) SIGNED PRODUCT 241 InC.Goton. Mass. OI47I.1OOrde, PHONE TOLL FREE I-225-634O IJLiID I©JI1E RECYCLED PAPER Contents: 40% Pre-Consumer-10% Post-Consumer THE FOLLOWING WAS NOTED: DATE / T7-0,'B q // PROJE9+ :- - LOCATION 6) - /', c, 2 127 CONTRACTOR OWNER iv WEATHER TEMP.;?) °at AM °at PM PRESENT AT SITE / VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO JA p Em p 1 4 I .-.' • ..- L p4 jO I Ar r :)'<, 4 - ,q li / , COPIES TO cr _€(. ll ©JI1T SIGNED RECYCLED PAPER '3Y Contents: 40% Pre-Consumer • 10% Post-Consumer THE FOLLOWING WAS NOTED: DATE / JOB NO. cV 6JECT I PRf _I /i AA, MM 'd, Al LOCATI . . /4kc,,2 ,42 ;~9,VE CONTRACTOR OWNER WEATHER TEMP. 0 a AM 7€s Oat PM PRESENT AT SITE I IL V1NJE' & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone:(619)743-1214 Fax: (619) 739-0343 TO ft2 ,-)1( 3/7?ZT Ac //cr hA/ 'Oti AOO/ - I - g 'fl1f / D > OAK IIL11TI SIGNED RECYCLED PAPER Contents: 40% Pre-Consumer. 10% Post-Consumer DATE / JOB NO. PROJECT / 4, LOCATION 11,2 /? r CONTRACTOR OWNER WEATHER TEMP. 0 a AM 0 a PM PRESENT AT SITE V1NJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 7390343 TO 11A q 12 THE FOLLOWING WAS NOTED: > ,-lr 7ie,T4 tc,-'2A/ r 77/ 7 ,• f// 4 y ,ç 3 4T i);ic /?P?X /c115,A 7 £ 4'? '4 71 //41/, //DiE 7I 4A '1 COPIES TO '7 ]IJLJD I©]ITE SIGNED - , RECYCLED PAPER 'âY Contents: 40% Pro-Consumer • 10% Post-Consumer THE FOLLOWING WAS NOTED: > 4j ,•) DATE NO. L - 9 PROJECT C/4/i-/4'- LOCATION Pñzo'w/f ly7ae7 CONTRACTOR L 1SI9/e J) OWNER WEATHER / TEMP. 0 a AM 0 a PM PRESENT AT SITE Ok/I (.M/ tj c7AA 4,V,i;? 1,i4, i €E .€ 0S3' -fy4-',-9e (; 1A 7 iwcc p2J k i'/10 zle 7 prn1 (S) /12'M'/ 2 ,rhve 1 'Vd2ZVe 71 /1 j 5t)Ll- J, i, c 2(6; vi cyç Pa /e p 3 , . - s I (ci S6A1e' 7ti/ c/T - 4,j Ri. i -L i-jjwk' i2,7y 3 (TiMP7 -?? LiV /S77If7'4? H •1941k 6Vle cT/S,r6 77O I. •' I.. .• VINJE & MWDLETON ENGINEER INC. 2450 Viniard Avenue Suite 102 ESCONDIDO, CALIFORNIA 920294229 Phone: (619) 743-1214 Fax: (619) 739.0343 TO j9JUi' COPIES TO :1 SIGNED PRODUCT 241 Grown, Mass 01471: To Order PHONE TOLL FREE I852-225-63B RECYCLED PAPER -- . • Contents: 40% Pre-Consumer •1O% Post-Consumer SIGNED RECYCLED PAPER Contents: 40% Pre-Consumer • 10% Post-Consumer THE FOLLOWING WAS NOTED: DATE O. 13 1 _0 PROJECT 114e mt\ A. LOCATION CONTRACTOR LuSo.,z OWNER WEATHER TEMP. 0 a AM 0 a PM PRESENT AT SITE 16 !,4. (ucI4 I,. A. - i/ q_ ig.... ilJ Fl-,( 44Adf4Af( r / 3/4 14 A- VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO MR. \&iILt.. o&14 > Or srr. r 7110 k' — mat -- Q c. riNI 1' SIC. *'t lIF-. I tLtt eiTotL (A c.. 4DT.i-c) -Th rp\rF -1- t.LAS -7;, 7- &i7"1opo rsc r t*Iv& V" 's imn gocr- vP- ?( (/iSc'it1f& tLA)7 ge i-tkc cEii( uJçm ?t 1iIC(f ftSIS F u. Cft— j ti th "',1 C Pr1 T 2 tSt-fl 4r tZV6 I A) .fiAF7c, rTtW AT *.p. lQ*J A. rjZ.67- 72"S C Jc, TEE- &r /2 .'4t p,t4. i,t., rF4 -r - I-i ç IVr4 -cT ti tOl... J%L It 6 tt4ti i;7s d14 r 1jt.S '.D%/ 7 6ti'r M. .. l2f..AAT. (k Z!L6 1 >7cy' cp Tii" ,4AL-) 140 M J(nt 'r-T AlrO C fhli &7 7'd p,.tJr 1A-) / (cao/ ) -.4-I 7,f Jr 7- $(MD Iwfr -r r - F - !! (fr\i!sJ •? i ;Mi'7.r P.i 52.41ir 40 r(4rV * wha I, A14r-Qc4_ FKOVUSI W41 Inc., Grow. Ma$S,01471. TOO,CR, PHONE Toll FREE IHW225035 /, 3oF3 THE FOLLOWING WAS NOTED: 1, 1 DATE PROJECT / LOCATION j/9 O,7i4/2 CONTRACTOR - 7A2V //4257,11 Z2L_ OVNER- WEATHER ( TEMP. 0 a AM .at PM PRESENT AT SITE Spy ,a - (I . , VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO .,- (._/ > T c A '7i 3) ( /1 r 0/7 5 / 4 I A,2 COPIES TO SIGNED RECYCLED PAPER I9 Contents: 40% Pre-Consumer • 10% Post-Consumer / V1NJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO 4 OF3 THE FOLLOWING WAS NOTED: L1J3 47 DATE 12 O NO. PROJET - - LOCATIOtri /37 t'tW/'? A 7 CONTRACTOR OWNER WEATHER TEMP. 0 a AM 'at - PM PRESENT AT SITE - - / t/1A ii?1 9r( T1 —1 Afl 7i h- —r-J T ) ,'','c-? r / ?7,d—h- /c, e'A .A—e, ) ( r7 /9? / > COPIES TO lg'~MMDJAILM IIET SIGNED - -- - - RECYCLED PAPER Contents: 40% Pre-Consumer • 10% Post-Consumer )7F 3 THE FOLLOWING WAS NOTED: DATE JOB NO. J2 PFdJEC1/ 141,.? LOC ;N 7Cc't,1i CONTRACTOR / OW'NER WEATHER TEMP. °at AM 0 a PM PRESENT AT SITE V1NJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 F&(619) 739-0343 TO xev > 4p,42 #L A&' .4 7 iL 3?) 4r j !S Sen, AS 7H4 7 O A i > COPIES TO — ]I]LJID ]i SIGNED RECYCLED PAPER 1OY Contents: 40% Pre-Consumer • 10% Post-Consumer THE FOLLOWING WAS NOTED: Mw DATE JOB NO. PROJECT LOCATION /LøMAS CONTRACTOR I UA OWNER WEATHER TEMP. 0 a AM oat PM PRESENT AT SITE NNE Z MIDDLEYONGWG, 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Pe3: (61) 73-1214 /1 Fz: (619) 735-0343 TO A-4 4-211 > is/ IT r nA /Z1l 5Th.,-r ! A LA rr c T'"4 T.TZ - i -i It- r & rc -r ie Aen .At c !rtrD ''-'' D42 k LLL"J -ra bt IALV\I rr I I-1 I - 7;3 S.4u ' 044, 444 orA pT &kN'- M _4 , • /?' 7i4( 11 LXX /p4ir H g.t.%ft 11AAW %* 4r I / 7P P/', .VT T'c D' r& :i ' A 'N- #tt A AlA 4a #4 AtA T ,( riT AO e; iO A//) gt ;:L Th VQ - • 4 I T o "ç ''- /IV( .jf L.- ;f, COPIES TO SIGNED RECYCLED PAPER PRODUCT 241 ?Inc.. Groton, 541301471.10 Order PHONE TOLL FREE l'W21254300 . &Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & MIDDLETON ENGINEERING, INC. 2450V6yrd Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 . Phone: (619)743.1214 Fax: (619) 739-0343 TO AT,?. ///t 1//14-1 ii L(/(C / THE FOLLOWING WAS NOTED: DATE JOB NO. 131 -ID PROJECT LOCATION /./7, CONTRACTOR ONER / WEATHER TEMP. AM -at PM PRESENT AT SITE / 20 / /7) - D _//_ - f7/) 77L Aé%4 7 , /i (EL) (1/ — >__ " — ~-72 •tT ,'- . 4le-, V1 —. i--cIt' -/ 30. . 4 JIt]ILJID? - D Ula SIGNED A' RECYCLED PAPER Contents: 40% Pre-Consumer • 10% Post-Consumer THE FOLLOWING WAS NOTED: DATE JOB NO. PROJECT / 1 (..I Al LOCATION A-0 4t 4 -I Vo 2, 7 CONTRACTOR - / /t/, I4 i 'OWNER WEATHER / - TEMP. °at AM °at /- g PM PRESENT AT SITE / < , ,ç . - VINJE & MIDDIETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 920294229 . Phone: (619) 743-1214 Fax: (619) 739.0343 TO f/JP'?t 2v ,.-r /5 I / , , f 7 , I C a 17 4 ( V( 1 7 .. * 1L442 - 11/ A //i MM ) 6 7;;7 /7 ( I ?i—.) /-,f/ f) A' / f S COPIES TO__________________ ]1Ell ]L]iD I©]IIE _ SIGNED RECYCLED PAPER 'OY Contents: 40% Pre-Consumer • 10% Post-Consumer VIWE & DDLETO ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO THE FOLLOWING WAS NOTED: DATE O. Trz-3/2? PROJECT / A LOCATION) - CONTRACTOR OWNER WEATHER / . TEMP.7 °at 0 a PM PRESENT AT SITE I -7" fJ 1A1 i7 T 7/ 7 / /4t 7' 7 5 7.n v f /r '?i.' , J • 7 2' -, 7• "1 ~71 l'r I-'-' eS j- .- / ? ',ç4 ., /•r 7_ /.2t?2)( -/2 / /,7Vc c - I _15111_5iolm) ©JII COPIES TO -' - / SIGNED RECYCLED PAPER t Contents: 40% Pro-Consumer • 10% Post-Consumer WNJE & MIDDLftoN ENGINEERING, ANC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax: (619) 739-0343 TO Lv THE FOLLOWING WAS NOTED DATE I27_d1S PROJECT -. r.Ef-1A A,a— LOCATION - pJL-Ad4A1 47L1 CONTRACTOR OWNER WEATHER - TEMP. °at AM 0 a PM PRESENT AT SITE 1' > . LL S ry 5 Atk b -. 1)7tCç < siAj! 7-1, ,4 csT,gIAL ij~g 6 14-A accLk N1 (:L4,((r7141:. cTi (/ VV v ( V "fft p14, 6 o/ I V ido Vjj ! _7 ' lfV :y1p,ti V V - V JA V SVV V M qj- -- -, V fl - / I/i . V • S V COPIES TO UA V /"4' PRODUCT 241 Ioc U ololMs l47I4'ö do PHOE'1OLL FREE 1V&SVt2O SIGNED . RECYCLED PAPER V Contents 40% Pre Consumer 10% Post Consumer E° .V - - V-V V - • - - 'V - V V - , VVVV S - V • •5 VVVV - V - V VVV, ' - 'V - PRODUCT 241 IncGroIoUIMass. 21471. To Order PHONE TOLL FRE I4-225.634O L. 9~m I- SIGNED IC 51 H' RECYCLED PAPER Contents: 40% Pre-Consumer. 1 .0.Q/6,P ost-Consumer $ VINJE & MWDLO3ENG!NEERNS, INC. 246Viñ'jard' Avenue Suite 102 ESCOPDIDO, CALIFORNIA 920291229 .2 .• Phone: (619) 743.1214 Fax: (619) 739.0343 TO £ F - I THE FOLLOWING WAS NOTED: DATE JOBNO. PROJECT! f. . U C4/S )j LOCATION 7 L CONTRACTOR / OWNER /11 1:7%'4f,9, WEATHER TEMP. 0 a AM 0 a PM PRESENT AT SITE >. 0 — S 3é3 s6 / ' ~1 / 1 I - -- Z Y /e7c* /// 6274' ,'. ? — /2,/l .(/,2 /'h 1/•' iWi /—D: cc cT/c:Pwl / . m "le / — //e'V 7 29 /74"5r/ /'(/M'6f' / i76 S Jrjru B E cE,I 5/7.4/0 C76P0 4 , ee 00 Pi, C--7 '-iP,1/2 > cc244 19Le?7D rn/c- ' / Tt 7 7 I 4197449064-4 6898721,4 I WESTERN FOUNDATIONS & SHORING, INC. 10nem1 Inglacedus Corn,iotor / Lie. No: 439363 P.O. BOX 1939/ LAKESIDE, CA 92040.0979 Phone (639) S61'3$10 / Fax (0) 51750$ "DMllbiS OP WHOLZ 1suin EVAN U& Transwissfell, ?lm.i P.M. of TO: Co.Kam*: Attsntioni 4.. 1, - - Verifying Ho: FAX NO; - - PROM: 0 Co. Name: V22tag n.undiktiQu &4qingLi - Rprez, Name: - - - Verytnq No' •.J1)L_5U1-Wa PU NO: -- SUECT; ---- NOPE' IP YOU DID NOT RCIVE ALL OF THE PAGZ3 OR IF YOU XAVt A QUESTION, PLEASE CALL THE V!FYINO NUMBER' T11 1TiTt T:T1: ____ -•--- - - •- -- -- - - • - I Tfl -1 0fl CI C' 0 II 1.31 (if W1'.ST'I'PN 1Tflh1 V•V b Gene : I VIC TIET - IFAX rransmi s s i e f f ., Date: /_i.f 9$_ Time - A H / P.M. of Pages — Co. Name: 444.4 -r4 Att'ention: - : • .Ver ifying No: FAX NO: _______________ _ • FROM: • Co. Name: WestnFpndationz& ghoiyi. Inc... Repres. Name: — Verifying No: J619.L 561-351Q V. V. FAX NO: — (619V) 561-7505 SUBJECT: • NOTE: IF YOU DID' NOT RECEIVE ALL OF THE PAGES OR IF YOU HAVE A QUESTION, PLEASE CALL THE VERIFYING NUMBER! V V REMARKS: _ -- • - • -\W' VV 1 ( -' — •• V V - V • • IO'd • ' TJT'NI (INtl TilE FACTS" V V • V • tO:Z.t 96 , 01 Ntf '4 IV I SUPERIOR READY MIX CONCRETE. L.P. 1508 MISSION ROAD ESCONDIDO, CA 92029 619-745-0556 H CONCRETE MIX DESIGN 67? [ J 3000 PSI • • N 0I/3)/95 H CONTRACTOR: WESTERN FOUNDATIONS &;SHORING PROJECT CINEMA AIR SOURCE OF CONCRETE : SUPERIOR READY MIX CNCRETE, L.P CONSTRUCTION TYPE : VARIOUS PLACEMENT : 3/8" PUMP WEIGHTS PER CUBIC YARD (SATURATED SURFACE -DRY) YIELD CU FT MITSUBISHI TYPE II CEMENT, LB 658 3.35 SUPERIOR BL. CONC. SAND, LB 1821 1110 SUPERIOR 3/8" ROCK, LB 1000 • 6:.12 WATER, LB (GAL-US) 385 :( 46.1) 6L 17 H AIR ENTRAINMENT, % •• • 1.0' 0j.27 • • • TOTAL, 27.00 H MASTER BUILDERS .POZZ322N, 02 19.7 • WATER/CEMENT RATIO, LBS/LB 0.59 : SLUMP, IN • 4.00 CONCRETE UNIT WEIGHT,'PCF 14341 PREPARED BY , SUPERIOR READY MIX CONCRE E, L.P. • H 0± xt 4 f9pvad .1OtJdrt w0. WkJT:TT t-- 7 sK 3/8k' w/Pozz, MIX #7P H MIX ANALYSIS MIX VOLUME, CU FT 27.00 - COARSENESS (Q 3•9 WORKABILITY 1 53.9 W - ADJUST 56.4 PERCENT MORTAR 70.6 TOTAL.F'INENESS MODULUS 3.96 ---------------- I I •8 I •• ---- 1 $ • • I I I I . I I. 40 1-----------------------------------------:--4----- w 0 I I I I I •.....ap R ....14 . I I I .,...I K 35 1 ---------------------__:_.___ . . : : : : : 9 A I I I •,....._ $ I I I S •. . I • I . I S S •SSS• ......S . 1 $ I I I 30 ------------.............. ......._ * I ......................• $ - • • 1 & 4 .5 ......5 5 I . •.......... S I •0 I •• I •*•4••.•.• $ I I . I V. S., • . •• I I -- ' ---------- &• $•''' _,___ I I 4 —-------—-S - TOTAL MIX - .0 AGGREGAtES - BOTH I.___.__I I ---------I ------------- 2 0 I I___ I I S 100 80 60 -40. 20 0 -C 0 .A K . E N E S S [ Q / (Q o 1) MATERIALS CHARACTERISTICS • STONE SAND DENSITY; SP G 2.62. S 2.63 . PASSING 3/8 " SIEVE 95.0.. 100.0 . ~ PASSING . 8 SIEVE 1.01.. 83.0 . FINENESS MODULUS 5.84 . . 2.93 PERCENT OF AGGREGATE . . 355 64.5 NO SEVERE EXPOSURE.: . .. • . H DJ. : odri WD W;t S6--T 7 5K 3/8" W/POZZ, MIX #97P FULL GRADATION ANALYS1 STEVE STONE SAND PASTE 'IIOTAL AGGR 1-1/2 " 100,0 100 :0 H. I " 100.0 1000 3/4 " 100.0 100!0 1/2 " 100.0 1100.0. 1005 '3/8 " 95.0 100,0 98.9 982 # 4 20.0 98.0 81.1 703 H 0 8 1.0 83.0 70.6 53.9 # 16 - 63.0 i 62.1 406 # 30 - 39.0 1 52.3 251 # 50 - 18.0 43.6 11I.6 # 100 # 200 — 2 9 100.0 37 4 1J9 * 325 - - 94.9 I 344 L I Liquid — - 65.8 23 9 — GRADATION CHART 60 A• '• 40. --------- X-.---1--. --- . S . I I I * I I P I I I I I I 8 I I I I I C V. I I 8 I , 'I I 5 - I $ 'I I 5 8 0, III I 'A ••v i iI i i 8. 5 I I I JU 1e I I I I -I I I I •. I I .5 I 0 :---:-:---:-: ---------------------:--:------:—--- ------ i. j3 13 0. ' #0 ih 2 3 t SIEVE . / /1 4 8 1 31 5 0 0 2 5 4 28 6 0 1 0 QI 0 5 q1 -ALL COMPONENTS o - AGGREGATES II • I • £0 d ostgs 01 X PWd J!J& W0d wt ii S66T-0- 2450 Vineyard Men= Suite L02 ESCONDIDO, CALIFORNIA 92029.1229 Pon: (619) 733-1214 Fen: (619) 79-0333 TO frliZ. u),LIiA-i iiLLi/,Lv THE FOLLOWING WAS NOTED: DATE - /-20% . 7.0 PROJECT o4 tSPCTO?$ LOCA1i6N / 7 . /pA 1-o"n-, x aj, r— -t7~_-r CONTRACTOR OWNER WEATHER TEMP. 0 a AM °at PM PRESENT AT SITE T)t'F-4°. 3/4 N7 Icfl1 r34 5 tT2 T 7 :O A. m1i (zg 14A r% S, ) f. 4-r "4.e CA 11 1c.. 4idZ4.C7(J.7p.-L AJL i2,4)LEfi gJ .)4At L : I - Jt ? )A AJA 1.r ç iA1t - ffig 7o yAA ) Acfl I t 1) O -P4Lr Li( g , C&) - &W 4 r &)tL. I - - f AIrc4 ,,_SL_t IA' 1r4) fl- '- t&J) i - i '44 cl_Ag", Y9 C AT U6 A,C c 1t ji,--f &io ¶r2 s/,, & r n,. Al" 1n ../ ' S I ,".. rpJX A '41I4 A.I lAl — //F4/ 7, C,.14-JM j" 1?&, I7jRfj' ,j(l tA/ S .......... ,_.. --- '-- . --,------. 74) WIAPp.4t2? 174,Jf, 3a W&& pLA1) øV /'4TA MJ'F'Or$1 i)i..L I Lf ,. - 'Ue -,i, .m ., _Ig . . . . _- flIt It.( s.J-, A7'0Am. pI,sVcf.'4i_ #7 AT L'fo ,4. 7 'c COPIES TO SIGNED PRODUCT 241 lnc.,Groton. Man. 21471.ToO,4,fpHONE TOLL FREE I-4-225-63UO RECYCLED PAPER 'Y Contents: 40% Pre-Consumer • 10% Post-Consumer > 11 JNJE & MIDDLETON ENG)NEERi INC. 2450 Vineyard Avenue Suite t)2 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 743-1214 Fax (619) 739-0343 TO k2. /iiI.—i LL!4(.'zL4 THE FOLLOWING WAS NOTED: DATE -' T JOB NO. '-'s 134 -0 PROJECT AsSo TtSpCTO4 LOCATION CEt-U fkuZ//'AL-iA CONTRACTOR OWNER WEATHER AAlAI 4(f TEMP. 0 t AM o:t PM PRESENT AT SITE T rs . OL '1 p1.. +- 7Lz1-0: L..uJCt1 /4 > A fz7E:c:s H< ('I;lL2.E!AsIC j #4 4,0i /-!A !1°F! rN aF tJ!d ' tfl. L.,.#t '\D ?: 7-1 P/ r-V NA014(je p I7/ (It IJ L4 T'1& T. AT q.'(Jrr, Am iit.r4-.i N 'TH I/(A c,c! rTc 4 tv4 9-SE ''s 7 i'47 °i r r PAIJ/ i — -rvsv. -A .7 ici AT --S .-cT77ffAl,(/LfIjJ 4T T? t(jA—r,*H'J AT Z&s cc(c AT i P.-r i/14 M1M,t1fiT.X fJT44r.&i14AT goll'o UAF '0 ircs - rL,J AAioL .CRL. ('4ATt(Aj-t.t - * :H f ,, r- -re) pLAr,4(. ,,. 1—F iT 21 Aej PThe7kcY .4" t/ 1-'r In > 72pt T0 /A7jU4 XP Th TA27 b-7 ' A, Pt#. COPIES TO TO PRODUCT 241 2Inc., Uroton, Mass. 01471. To Order PHONE TOLL FREE 1457-2254340 ]I]LD I©JII .1 SIGNED 4Z J RECYCLED PAPER 1Y Contents: 40% Pre-Consumer • 10% Post-Consumer VINJE & MIDDLETON ENGINEERING, INC. 2450 Vineyard Avenue Suite 102 ESCONDIDO, CALIFORNIA 92029-1229 Phone: (619) 7434214 Fax: (619) 739-0343 TO \Y/1LLAfr agLLir.cL7 THE FOLLOWING WAS NOTED: DATE JOB NO. PROJECT tt4r'(A LOCATION ibL,t-1'VZ AOt2-.T CONTRACTOR OWNER WEATHER TEMP. 0 a AM 0 a PM PRESENT AT SITE ,1 c S,ic AT A-1. bt2tU illir, C TZ -ThQ 144ci -r 1 4 ' Sfr.tc AJM/(, P,airaj/(L' - Ay aj ?AC) s.t;MuI-1 AALe' id (L it7 '74= - c'1ni 47 t? 7,) t.7, iti F iZMT 8ejI jL Avt A I itL cAr, FwI) Am ti7.ø .r&'?J. 4DIA*Q ir ' r g'tçA. UATi—,t A7 &ai PLT/.4L%A) 1)i tt ( bVitf Ti P\A!7.f 72 A"D 2& 1c*r jcj 4T4L -T•::, &"F S..)s £tsi( !"f;4'4 iJaIf Pc,- q9cbt Ct1iA'(, S '7L4L, ..c.t, LA/r ,TiZ;-i, 1,1! C,'c,,C. ioi SQ 1f.. j7 g!r• 77~i ô (i; TA T1A4€- W4x Aa( -rc ILaI4. 7i741S,t1 I tttas'r, al-I i 3?U!,..t7 'r Ct P.'y YK t j 5fT 'TV 7P •7e. kiWsrfi MJf —ri Jw4 '27' /&€ 1I4t.tiA (WLL*1 t.-P44 fr(. tDoflii - 141P- )7L~ 1T — —, C .. TC C 7 • A 2 II p U 1ZAvL //17 COPIES TO SIGNED PRODUCT 241 Inc., Groton, Mass, 01474, To Order PHONE TOLL FREE 1'tR2254380 RECYCLED PAPER Contents: 40% Pre-Consumer • 10% Post-Consumer BEN0N ENGI NEERING, INC. 619 565 8719 P.02 BENTON ENGNEERlNG, INC. APPLIED BOIL MECHANICS - roUsATIop48 - - aO PUFFIN ROAD SAN DIEGO. CALIFORNIA 92123 August 8, 1985 PHILIP HCPIK1NG NTON PRESIOCNT CIVIL 1tr4QJHKXR - TELEPHONE (71d) 869-1915i Lord Construction Company - 1828 West 11th Street, Suite °D" Upland, California 91786 Subject; Project No. 85-8-6D Results of Field Density Tests - Taken in Base Material •. Proposed New Hangar Pad Palomar Airport Carlsbad, California Gentlemen: This is to report the results of two field density tests taken in the soils placed as base' material within the proposed new hangar area at the Palomar Airport in Carlsbad, California. The tests weretaken on August 2, 1985 and the final results of the tests are presented as follows: Depth of Test Below , Maximum Approx- Existing Field - Dry Dry' Test imate Grade Moisture Density Density Percent No. - Location in Inches % dry wt lb/cu ft lb/cu ft Compaction 1 'Southeasterly 0 - 6 3.2 115.9 125.2 92.5- • Portion • -• 2 Northwesterly 0 - 6 4.3 121.7 - 125.2 97.2 Portion - Laboratory Test 0 •• The maimum dry density and optimum moisture content of the soil as determined by the ASTM D 1557-78 method that uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4-inch diameter .,.height 1/30th cubic foot - compaction cylinder, are presented on the following page. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: 1/10/95 JURISDICTION: Carlsbad 4 IJ APPLICANT C] PLAN REVIEWER LI FILE PLAN CHECK NO 94-1613 SET III PROJECT ADDRESS:, 2198 Palomar Road PROJECT NAME Cinema Hanger Facility #3 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corpoation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff dud not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted - Date contacted (by ) Telephone # REMARKS By David Yao Enclosures Esgil Corporation , fl GA fl CM PC log trnsmtl dot -.- - -, ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 January 10, 1995 - - '-• Mr. Pat Kelley .. Building Offioial City of Carlsbad 2075 Las Palmas Drive - Carlsbad, CA 92008 . RE: Plan Check#CB94-1613' Address: 2198 Palomar Road Dear Mr. Kelley: - - Transmitted herewith are plans for proposed foundation repairs, to attempt to mitigate continued settlement of the existing foundationand to further prevent resulting structural damage. Esgil Corporation cannot offer any guarantees that the proposed system will resolve the present problems, nor should the City offer such representation. However, acceptance of the proposed remedies may result in enhanced foundation support system frornthe current situation. • At the time àfperrnit issuance the following should be noted on the plans: "Prior to the City building inspector approving final inspection, the responsible design professional shall notify the -: building official, in writing; that the proposed foundation repairs have been installed in accordance with the design". - Sincerely, ESGIL CORPORATION - H P.ayidXao° - - -, Plan Check Engineer C:\LET1'ERS\PCLTR.FND -. . .. ESGIL CORPORATION'. 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 OJJ DOU-19OO DATE: 1/6/95 - 0 APPLICANT N' U------------ JURISDICTION: Carlsbad 0 PLAN REVIEWER L3 FILE PLAN CHECK NO.: 94-1613 SET: II PROJECT ADDRESS: 2198 Palomar Road .• .. PROJECT NAME Cinema Hanger Facility #3 (1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ' f . The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The pins transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. • The applicant's copy of the check list has been sent to: William Billingsley 2056 Palomar Airport Road Carlsbad CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. , Person contacted: ,. Date contacted: (by: ) Telephone #: 1: 0 El REMARKS By: David Yao • • Enclosures: Esgil Corporation • GA n CM LI PC12/29/94 trnsmtldot - : ,• • :0 . Carlsbad 94-1613 II 1/6/95 RECHECK PLAN CORRECTION LIST I JURISDICTION: Carlsbad PLAN CHECK NO.: 94-1613 I PROJECT ADDRESS: 2198 Palomar Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/29/94 SET: II DATE RECHECK COMPLETED: 1/6/95 FOREWORD (PLEASE READ):. - This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. -. The following items need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c); . 1991 Uniform Building Code, the approval of the plans does not permit the violation of any. state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. . To facilitate rechecking, please identify, next to each item, the sheet of the plans upon' which each correction on this sheet has been made and return this sheet with the revised plans. . The following items have not been resolved from the previous plan reviews. The original' correction number has been given for your reference. In case you did not keep a copy of, ' the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Pleae indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where - they are located on the plans. Have changes been made not resulting fromthis list? - UYes UNo. . . .J. . ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 • SAN DIEGO, CA 92123 (619) 560-1468 DATE: 12/16/94 • . IJ APPLICANT JURISDICTIO JURISDICTION: Carlsbad Q PLAN REVIEWER UFILE PLAN CHECK NO.: 94-1613 SET: I PROJECT ADDRESS: Palomar Airport Road : PROJECT NAME: Cinema Hanger Facility •0 The plans transmitted herewith have been corrected where necessaryand substantially comply . • with the jurisdiction's building codes. . The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. • The plans transmitted herewith have significant deficiencies identified on the enclosed check list. and should be corrected and resubmitted for a complete recheck. The chck list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant :. contact person. - - - U The applicant's copy of the check list has been sent to: •- #0! William:Billingsley . . .• - 0 2056 Palomar Airport Road Carlsbad - CA 92008 Esgil Corporation Corporation staff did not advise the applicant that the plan check has been completed. - Esgil Corporation staff did advise the applicant that the plan check ha been completed. Person contacted: . -• - - Date contacted: (by: ) Telephone #: 0 -REMARKS: foundation repair only. By: David Yao • - • Enclosures: Esgil Corporation - GA LI CM Eli PC 12/12 -. trnsmtl.dot 0 I 0 0 -- •• -- FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained 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 disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 1991 UBC The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c), 1991 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans LIST NO 22 GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1991 UBC) comforw dot - 'i ..-..-. ,.- '•.,. - Carlsbad 94-1613 12/16/94 . PLANS Please make all corrections on the original tracings and submit, two new sets of prints, to: . Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619)560-1468. GENERAL- .. Provide the site address and a vicinity sketch on the Title Sheet. .. . ' . - 4 Provide a statement on the Title Sheet of the plans that this project shall comply with 1.991 UBC. Specify the uses of all rooms or areas. ., ' . .• . SITE PLAN . Provide a fully dimensioned site plan drawn to scale-.'Show north arrow, property lines, -. . easements, streets, existing and proposed buildings and structures. . . .- Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". . . Clearly designate on the site plan existing buildings to remain, existing buildings to be (3 demolished, buildings to be constructed under this permit and any proposed future'. buildings. FOUNDATION - - Provide a copy of the project soil report prepared bya California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905. -. Provide a letter from the soils engineer confirming that the foundation plan, grading plan - and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When . • required by the soil repo rt). • . , - . Te soils engineer recommended that he/she review the foundation excavations. Note • on the foundation plan that "Prior to the contractor requesting a Building Department • foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, - ,The utility trenches have been properly backfilled and compacted, and • •. - The foundation excavations comply with the intent of the soils report."• • • -• t. . - . ;'• • c.. Carlsbad 94-1613 12/16/94 FRAMING 1 1. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code. . ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION • STRUCTURAL CONCRETE OVER 2500 PSI .. PILES/CAISSONS . ADDITIONAL Provide existing framing plan to justify the loads to the existing footings are adequate. Sheet 2 of the calculations shows the live load is 50psf. Provide justification to show it is adequate (light storage is 125 psf). Provide recommendations from the soils engineer for caissons. Provide calculations to show the reinforcements in all caissons are adequate. , Provide calculations to show the corbels are adequate. Sheet 2 of the calculations shows the live load for the beam outside wall is 12x20 + 100. Provide comment to show it is adequate. S I 18 5•5 The new slab thickness inside the hangar shall be clearly specified on the plan. 19' The live load used for the hangar slab is 75 psf. Provide justification to show it is adequate. (sheet 3 of the calculations) : 20 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. • • S 21: • S Please indicate here if any changes have been made to the plans that are not a • result of corrections from this list. If there are other changes, please briefly • describe them and where they are located in the plans. S I • Pr 1 - • . . . Carlsbad 94-1613 . 12116/94 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad . PLAN CHECK NO.:. 94-1613 PREPARED BY: David Yao DATE: 12/16/94 . BUILDING ADDRESS: 'Palomar Airport Road BUILDING OCCUPANCY: ' TYPE OF CONSTRUCTION: BUILDING PORTION BUILDING AREA VALUATION VALUE (sq. ft.) MULTIPLIER Air Conditioning Fire Sprinklers _____________________ • _____________________ TOTAL VALUE , . per permit application 200,000.00 I Building Permit Fee: Plan Check Fee: Comments: ' 94296 City Of Carlsbad Fire Department • Bureau of Prevention Plan Review: Requirements, Category: Building Plan Check Date of Repo rt:Thursday, December 15, 1994 Reviewed by: Contact Name Steve Lusardi Construction Address 1570 W. Linda Vista Dr City, State San Marcos CA 92069 (DepPNo 94-1613 Planning No Job Name Cinema Air •. .. .. Job Address 2056 Palomar Airport Ste. or Bldg No.'____________ . p. Approved - The item you have subrnittd for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; . therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with. applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to - construct or install improvements. ' . .•. . 0 Disapproved'- Please see the attached report. of deficiencies. Please make corrections to plans or:specifications necessary to indicate compliance with applicable ' codes, and standards.. Submit corrected plans and/or specifications to this office for review. ' "• ' . . '''S ..,,. • For Fire Department Use Only S . . .. Review 1st . 2nd • 3rd ' . .. . S :• Other Agency lo • S CFD Job# 94296 : '• * File# . S. ' ' S • 2560'6rion Way Carlsbad, California 92008 • (619) 931-2121 4 2 5 6 7, 8 DEARDORFF & DEARDORFF Structural Engineers 9988 Hibert Street SAN DIEGO, CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 JOB 9o'Tt CIu,'y14 4L SHEET NO. 604 ( OF CALCULATED BY __________________________ DATE CHECKED BY DATE SCALE I 2 3 4 5 6 7 8 1 2 3 .1 5 6 7 8 1 2 3 4 5 6 7 8 1 .2 3 4 5 6 7 8 I 2 3 4 5 6 7 8 I 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 I 2 3 i —r'1e1 ticD 9f04 Cw- ...çp4-L) .iQ.rLrL 16 (cEe:'@i:4s9 ,•.:... ...::,::.:.:,.. ......... 'N . 4':cT .j/M/r Cc.1! . ..:.:; ................... ...; . . ... ...,. . :. . iO Q)ii'iO F1L(# AQOYLDO4J F- 1)- (V,cIc1L) P.uIL19i#.ff ?-i pe- wi i&: rL( p,Q!L6T!fLd1 f. ..'Uç..: 4s,....4 1EP4HLJQ.4IL... C 2 e r fl 7. .7 . . . L,u1 -rt4 Cr— 6 Io' r , ............ . J • I'O hO j iW e —r 0 C43 r/ (ttZ'/1/'Z 07 VEA II443A • .- I o — 2 .. çI/L3 • ... , 3'.. DEARDORFF & DEARDORFF Structural Engineers 9988 Hibert Street SAN DIEGO, CALIFORNIA 92131 (619) 689-1771 FAX (619) 689-8721 JOB SHEET NO.L... OF_ CALCULATED BY DATE CHECKED BY DATE SCALE 1234567812345678123456781234567812345678 1 2 3 4 5 6 7 8 1 2 5678 123 DEARDORFF & DEARDORFF JOB _9 - SHEET NO. _________________________________ OF Structural Engineers 9988 Hibert Street CALCULATED BY DATE SAN DIEGO, CALIFORNIA 921.31 CHECKED BY_______________________ DATE_____________ (619) 689-1771 FAX (619) 689-8721 . SCALE 2 3 4 5 6 7 8 I 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 I 2 3 4 5 6 7 8 1 2 3 DEARD0!FF TEL No. i*4 lOb 'i .L' VINJE &MIDDLETON Jan 6,95 15:08 No.009 P.01 •.. Jr &ER1NQ, INC. - 2450 Vtneyrd Avenge 0102 &ndjdo1 Califamia 92029-1229 • Jab #93.131-D . .. .. .. .:. Phone (619) 743-1214 :. .. .. •. ,., . Fax (19) 739.0343 January 50 2.995 Mr. Williara Billingsley 2056 Palomar Airport Road Carlsbad,' Callforhia 92008 ..:• . .. . . Pound*tion Repair Plan R•view, Cinana Air Hangar Paaiiity. 43. Palomar *irt;. Bbada foriia :. Wehave received and reviewed foundation repair plane proparedy Deardorff and Deardorff f0r 1ZhØbOV6 referenced project. Based '021 our review, and from. a g.otechnical engineering Viewpojt, project foundation repair plans are in substantial copliance with our report, Job #9-13.1-D, dated. December 53 1993, provided the following are considered and inobrporataa into the plans . where - . applicable: : •. ... .. .. . 1. in our opinion, grade beam and caisson repairs should'' be considered for the • ire bui 4er; how- -------- ever, the existing grade beam across the entrance. side may be considered adequate depending on the structural engineering evaluation and • acceptance. .. . 2. We ur*derstand that. the southeast corner. Of the ain . floor slab, and the adjoining office slab where the . adverse soil conditions and noted distress- are: more.. severe, are to be replaced,. The new slab. will consist of structural slab supported on cissons; however, the existing slab may continue to. settles. The amount of additional settlement is difficult to predict for "trash . fill." It.oOuld be. anticipated to be in the excess of four to five inch.. This will result in a vertical. offset at the connection of the two slabs requiring slab . . . maintenance and possible're-leveling. The following. alternatives. are available tomitigate this problem andT -maybe considered. —, (a) Provide a construction.. felt joint at the connec-. tion, and re-level the existing lb using 1.snse groiting techniques. Re-leveling should be per- formed when defleotion exceeds the tol.oranóea allowed for this type of floors or when deisc- tio exceed5 one inch in. 20 Lest. . (1,) Dowel the new slab to the existing slab, and provide a syBtemn of grade beams and re-leveling Jacks beneath . the existing l. _.... . ..••.• - -. I#o 2 post-it Fax Note 7671 uatw J pagea Fr rn Fax JAN. 06 • 95 (FRI) 16:13 COMMUNICATION No:16 PACE. 1 DEARDORFE TEL No arniary 5, 1995 ,___,• --- ---- jacking contractors should be c o n s u l t e d f o r s l a b maintenance 'an6'r.-levelig, i f d e s i r e d . A d d i ? - tional information can also be p r o V i d e d b y t h i s office upon req'est. '3. The foundation plans shou l d p r o v i d e ' a d e t a i l a t j o i n t . location Of new slab ana. éx i t i n g l a b . T h e , j o i n t boul4 also be sealed using appr o p r i a t e s e a l a n t . 4. All caiseons, ehafts, reinforcement, and conc r e t e p o u r -ing should be in8peated, tes t e d , a n d a p p r o v e d b y t h e project gsotechnica]. engineer. We appreciate this opportunity to be of s e r v i c e t o y o u . I f y p u have any questions, please do n o t ' h e s i t a t e t o c o n t a c t t h i s àffióe H at your convenience. Reference t o o u r . Job #93 -l3l..wil3. help to ezpadite our response to your i n q u i r i e s . #93-131 1 ...will •: OF CA __ _ • RCE #46174 EXPi 8)*J a:93-131-D.PRP • ' Distribution: Addressee (4) Deardorff & Deardorff (3.) S MJDLETOZ ENQRJEERJNQ, INC 24S0 Vad A.ir,uj, $303 E.conAldo, (.qWom,a 92029-1229 'P)un (619) 743 1214 ' 1' (6.19) 7390.343 PCRC ThS SOIL fNvI1$T%0AT10 OLO*41CL. 1/1TIATI0'A PAGE 2 6 JAN. 06 95 (FRI) 16:13 COMMUNICATION No:16 - COUNTY OF SAN DIEGO - DEPARTMENT OF PUBLIC WORKS INTRADEPARTMENTAL CORRESPONDENCE Department of Public Works Thr 0 1004 TO Robert Olislagers (N137) FROM Materials Lab (090) PALOMAR AIRPORT - CINEMA AIR HANGER 3, W.A. UH1806 On April 14, 1994, six test borings were taken adjacent to the Cinema Air Hanger #3 at Palomar Airport. The purpose of the borings was to determine the subsurface soil conditions at the building site Previously, Cinema Air hired M V Engineering to investigate the cause of ground sett1eiuent at the hanger Their investigation found 5 feet of loose fill over 11 5L feet of trash debris Figure 1 shows the County's six (6) borings and MV's boring Attachment "A" is the log of borings for our six (6) borings We encountered soil conditions similar to the ones found by M.V. Engineering Generally, the soil profile consisted of 3 to 7 feet (avg.' = 5') of loose clayey sand fill over 3 to 14 feet * (avg. 8.8') of trash and soil mixture over a very dense clayey fine sandstone to a depth greater than 20 feet The hanger has the greatest settlement at the southeast corner, which is where the thickest layer (14 feet) of trash was found (see Boring B-2). The percentage of trash in the trash/soil mixture seems to decrease proceeding westerly. Boring B-6 was the only boring where ground water was encountered. It is suspected that the water comes from surface seepage. The water then becomes perched on top of clayey sandstone layer.. The clayey fine sandstone is very dense, and has Standard Penetration Test (SPT) values greater than 100 blows per foot. This material appears to be part of the 'Del Mar formation, Torrey Sandstone or Santiago Formation (F.M. Weber, 1982). Auger cuttings and soil samples recovered from the California' ' sampler were taken from the borings. These samples were taken to the lab and tested. Appendix "B" is a table showing a summary of the lab test results. The main emphasis of the lab testing was to test the clayey sandstone material. This material classifies as a clayey sand (SC) or a sandy lean clay (CL). The grain size is very -uniform..and is.generally a fine sand, similar to beach sand with a:' relative compaction above 90%. The direct shear friction angle was greater than 40 at 7.5% strain. The peak direct shear values were ' high, but erratic because of the weakly cemented soil structure. • . , . - . , -2- - ' - 1-• I' comments and Recommendations The borings confirm the existence of' trash under the hanger. This will continue to cause settlement to the building. The foundation recommendations proposed by MV 'Engineering are' appropriate to mitigate the settlement problem. Their, 1 recommendation is to use drilled, cast-in-place caissons. The caissons were specified to be drilled a minimum of 5 feet into the clayey sandstone material with a two-foot minimum diameter - and allowable bearing capacity of 4,000 pound per, square foot (PSF). it is recommended that the allowable bearing capacity of -the . clayey sandstone be increased to 10,000 PSF. This increase is based on confirming a soil friction angle of greater than 40 and high Standard Penetration Test (SPT) values. 'It assumes - - a miminium caisson diameter of 12 inches and minimum depth into - the formational material -(clayey sandstone) of 5 feet. .• --7 -1 -A civil engineer should design the, foundation using the above - parameters If 'a different type of foundation is used, or if the depth or diameter of the caisson is reduced, the bearing capacity may need to be changed. -• : • - - . - - - .• • . 4. ,• ' . - '1 ,.• - •.. - . . -: - •- - J- • •. - - .. . - -, - .• - -. - .- - . . - '. 3'• . . • l. . - - . . • - - , - - • - • • - - . , . 4 4 -. . 4 2 .'- 4. The proposed use of the Bentonite grout would be helpful in sealing the caisson for landfill gases, but it would not keep gases from escaping from the trash by other paths. A ventilation system under the slab may be needed. You should discuss this with the people -from the Department of Solid, Waste. . . All underground utilities servicing the building shou1d be : ,designed for differential settlement between the building and adjacent ground. The electricity and telephone could possibly be brought in overhead if any poles exist nearby. - -. - . -. ,- .. ' .,• ' •',•, 2 5 The ground outside the building will continue to settle and .maintenance w111 be needed to insure water drains away from : the building. It is expected the east and sôüth side of the hanger will have the major drainage problems. 'I If you have any questions, contact Joe Goidhanimer or Fred Bast at (550) 694-2842. FEB: nb Attachments: Figure. 1, A, B . .. cc:,P. Barca (0383) Lab (090) ... ::- - - • .' •• Al I- 24 - .. .4 2 - 'I'' - - 2 •2 1 2 - ...- 2 . • . 2 • ' -4-- , . . . . • V - . 24 ' - '' 2 - . '12 -- - ' - _• -- -- . .2• .1 PALOMAR AIRPORT — CINA AIR 13, UH1806 FIGURE 4 .'.., I 900' ± TO AIRPORT TERMINAL L_. j ..• Qj 8-5 B4 j .1 ........ ... ............ [I 111 14 :E1), 9400: Z i:::. co . -------j; ..... : 8-6 mv ..•- . .- - 117 r i•-krr . - r I I: • 1 . .. 46 /1 LEGEND . ...•-•-•-••(••9< :.. \...... -4-. Borings taken 4114194 1IJ -4i-- Boring taken 11/4/93 .1 T ..J* / . . . . . - .b. ...............A.. .:.-...........-. .. By: F. BAST 5/94 F - F ATTACHMENT,b..._4 COUNTY OF SAN DIEGO - 4T_ OF DEPARTMENT OF PUBLIC WORKS MATERIALS LABORATORY LOG OF BORINGS Project FL0\ Hole No. Project No. 1J\AI0 Date Surface Elev. Datum 35.Z Field Enginoor Reference B , Alr..POA.r - LOciLL UDY,1, ./"l'kl Driller/Assistant 'LLo . Location P'.. Drill lype & Size 4 Sampler 1.0. ?i = +_In. Calif. Coord. tl; 015 N Z '+ (1 $#S , E Equip &Modet ''101L—PRtLL 34- Death (Ft.) Sample No. Sample Depth Wows /((p) Color Moi. turo ConSiS tency Type Mael Remarks RLK LO O 9A4 4f 4c:<°4 - 'F (0 q4.2t . , 444 I,,.) 1'P ' GOtL :. . - F -. •i . . - • • 44.2.I 31 JL LT P W - Jt'j - 71 tv..,..)T re- b Ftr J_6Ly I IZ.O 3Z 3.4, -- _-4 : ,. . I •- . •. - _______ _______ O.M. M A.9. GRAVEL V-1-1 r1' cti TY COUNTY OF SAN DIEGO - DEPARTMENT OF PUBLIC WORKS MATERIALS LABORATORY - I i1r. r ATTACHMENT SHT_ZOF ( - w I • I I I • • V Project F"LoAR P0cX Hole No. Project No. U" SOG --Date 4J#/1# Surface Elev. 3tZ* Datum Field Engineer Reference ?AR B tr4R. At.P61 LDILL z/n /c Driller/Assistant tp(L Location S. - ---- Drill Type & Size_(P4' X& Sampler I.D.- 4?1 +_ln, Calif. Coord. J'\OJI (O 5 N E Equip. & Model tV1OBtL_ R,.1LL '-4- Depth (Ft.) Sample No. Sample Depth Blows /((g) Color Mols turey Matl Type Remarks _____ _____ PA+V s. Fc- f!T ______ v'• L<c E'AD PLLL • .fl3 C~!LVI_ ')Q & t C ___ ___ it - AW- _ . ------/ -'1-- .• i-J iy /1.. LA(' V • V • -I z.z 24 zg • -(Arn— . tD 2rLjE • - ---- y •4- . .i: :I V -, CL.&( ro- / Lc& C Ix r6.0 ,-?) _____ _____ _____ -"-- ____ — - ____ ____ 32 • -... - - --- V - • &F WoLr, Q2104 V • I V V LEGEND OF MATERIAL SYMBOLS; . : A.C. R.O.M. 11 A. 13. 1771 GRAVEL - 177T9ciiTv IAYPYIrTfl .._ ounv V I 97flr-,Avcvr. CAP.IrW P71 q HTY - '.• 0' - 2• ••• . - - ATTACHMENT A COUNTY OF SAN DIEGO SHT_ _ OF ( DEPARTMENT OF. PUBLIC WORKS MATERIALS LABORATORY LOG OF BORINGS Project F' L' - Hate No. Project No. U IA_ 1O(' Date Surface SurfaceElev. Datum\S.Z Field Engineer - Reference A,.poA.r LPPtLL L)DY,'1 Driller/Assistant 4'LLo Location - • Drill Type & Size _ Sampler 1.0, _In. : Cali1.Cord. %I Ck C0,010, N E Equip.& Model t'10LL.DR,tLL Depth (Ft.) Sample No. Sample Depth Blows' /(Q) Color Mois turo Consis. tency Mael Type - - 2 - Remarks Ar 2LQ°67 S11- A,S &----/—'— ----- • T&\ k S I - - - ____ ____ ____ _____ _____ ____ C) PA'W hlt&L p.L1 . I...j. . t '. .. w'L( cu4. - - - • '24 _• -- -- - ---• -- • 1' -. •' _. S • - - - • - : - S--------------------- -- - - -U 7. - S ____ ____ - ____ ___ - LEGEND OF MATERIAL SYMBOLS: A.0 R.O.M. A.B. LJ GRAVEL . f1 II TV C('I AVCVflfl1 -- caMnv T11( 'I AVCVP uv P TV COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS MATERIALS LABORATORY LOG OF BORINGS ATTACHMENT SHT..4OF C, Project P'p1- /ht ' Hole No. Project No. _______ Date 4/+/g4 - Surface Elev. '' .C. Datum 2. Field Engineer Reference ?AR & 4t4P. L4Di;LL 4LDY,/'2 DriIler/Aisitant LLo O11trL Location PAtDPLf P4. Drill Type & Sizelo4'Auam Sampler I.D.-+—In., Calif. Coord._i° 1010 N Z. Equip. & Model v10L-R.tLL "- Depth (Ft.) Sample No. Sample Depth Blows IUM Color Moi ture Consls• tency Mat'I Type Remarks 2 4 __ . -,-- PL.L• Zc ZZ 3 34, ORA - - 1g . - -- 4 . ._...... . .. 24' -. . . * - "° zg --------- I I LEGENO OFMATERIAL SYMBOLS; A.C.R.O.M. A.8. GRAVEL .. FP cii TV 7 ct AYLY 1fl12 .. - I1T cANflY ivt'flr.i vvr7 . ...P77-1 q jry r1 SILTY COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS MATERIALS LABORATORY LOG OF BORINGS ATTACHMENT - SHT$OF Project J'' -0t*NA t'O?-X - PN M1 Hole No. e- - Project No. Date __ __ Surface.Elev. Datum Field Engineer - Reference ?AR B ?A'.P4. tPbg-T LPIaDF'LL Driller/Assistant C.ABW..LLo (o.A-L Location- t4.VJ. Drill Type &Size4' Sampler Calif. Coord._ N '1 Equip. & Model O$LLDRLL Depth (Ft.) Sample No. Sample Depth Blows /(() Color. Mois- ture Consis- tency - Mat't Type Remarks Z9 A. - CLir 'PND p-t (10 & - ----. PPMV LOO ----- ..'-'— %<%•( tLL - -. - - ___ ___ ___ '14 .----,----- . i.i. ••-4-; , . - - - • —— __ 44 28 3c .32 ----- - .- . oL -I- R.O.M. A.B. E:G RAVEL .., V771 c amnv r7M SILTY - Depth (Ft.) Sample No. Sample Depth Blows I(() Color MoIs tore Consls• tency Mat'I Type -. . Remarks 2 ID C. Le.T ¼è & • P'p.b LE o4 q .. lz Z4 24 ze - - • - - - 'P '2.t IS' t&4 61 , A - uLp ____ ___ __ __ __ ,• ATTACHMENT :• COUNTY OF SAN DIEGO SHTJOF t, DEPARTMENT OF PUBLIC WORKS - - MATERIALS LABORATORY LOG OF BORINGS Pro1cct Pfr Lot-AA 'ORt E\PS - Hate No -. Project No. Q ~A S040 Date - Surface Elev. 't .1 •Datum \2- Field Engineer Reference P.P6F-T LwDpIL.L 60bY,P'11 2./11/5 Driller/Assistant cAeI.LLO 11CAL Location .W. Drill Type & Size.(pd' XiE. Sampler 1.0. _?1 1-+ In. Calif. Coord. °°o,4o N (O,t4L ) 4(e Equip. & Model LEGEND OF MATERIAL SYMSOLS: P.CC R.0 M. A. B. ;GRAVEL FT1 it?1 SILTY CLAYEY(rT1 •,. - T1cinv (Vfllr.i vr-vr7 Pc-w r771 cii rV I .1 PALOMAR AIRPORT - C1N.MA AIR 3, WA:UH1806 APPENDIX B SUMMARY OF LAB TESTS LAB NO. 94-219 94-220 94221 4-222 94-223 94-224 3iI 94- 4.27 - HOLE NO. B-1 B-i B-I B-I B-i B-i B-i J_B.r DEPTH (F1') .5'-3' 3'-4' 12'.13' 1 15'-20'__I _5'-6' 21.5'-23' 2-251 20'•2.S' 2o'[ SIEVE SIEVE ANALYSIS, % PASSING +3/4. 112 3/8 #4 100 #8 98 100 I00 #16 95 100 99 99 100 #30 91 99 98 99 99 #50 85 98 96 100 1 97 98 #100 65 59 60 88 6355 #200 41 - 31 1 41 57 45 - 28 CLASSIFICATION CLAYEY SAND, SC SANDY LRAN - CLAY, CL - PLASTIC INDEX UQUID LIMIT 13 37 16 41 IN-PLACE DRY DENS, gm/co S MOIST. 15.9 1.42 16 12.5 - 1.83 12.6 1.25 24 13.9 1.89 13.7 13.7 15.4 MAX. DENS, em/cc OPT. MOIST, S 1.86 14.5 1.93 11 1.97 1.96 12 %REL COMPACT. fl • 96 FRICT. ANGLE, deg • ______ ______ _______ >40 MAL r'ps FILL TRASH FORM. FORM. TRASH FORM. FORM. FORM. FORM. NOTM 1.Grading per Calif. Test 202. 2.Soil classification per A&FM D2487. . 3.Plastic Index and liquid Limit per Ca1iL Test 204. 4.1n-place density caclulated from California Sampler soil sample. 5.Moisture value per Calif. Test 226. 6.Maximum density per ASM D1557. (1 gm/cc 62.4 lb/4 7.Direct shear friction angle determined at 7.5% strain on saturated undisturbed specimen per ASTh{ D3080. COUNTY Of SAN DIEGO DEPARTMENT or PUBLIC WORKS INTRA DEPARTMENTAL CORRESPONDENCE Department of Public Vorks August 27, 1993 TO: Sergio Azuela (033) FROM: Fred Bast (090) /... 1 SUBJECT: Palomar Airport Landfill, Borings.; W.A. UH1624 On August 5, 1993, eight borings were drilled at the. closed Palomar Airport Landfill. The purpose of the borings was to determine if there was trash below the ground surface in areas you had steelfied. These areas are outside Unit 1, landfill limits established by Metcalf & Eddy's investigation. The areas are used by leaseholders of the airport for parking of light aircraft. The leaseholders have complained about odors and ground settlement. Figure 1 shows the location of the bcring and Attachment "A" is the log of borings. Lab testing was done to four soil samples recovered fro the boring cuttings and : the test results are m sum-marized on Figure 2 COMMENTS "AND CONCLUSIONS 1. All the borings except 3-5 encountered trash Boring B-i only had a small amount of trash. Generally, the trash was between the dcpths of '7 to 14 feet in borings containing trash 2 The borings were drilled to 20 to 23 feet and no ground water was encountered in the borings 3 An estimate of the landfill limits is shown in Figure 1 The limits are based or visual inspection of surface settlement and pavement distress If you have any questions, contact me a (550)694-2842 iE:flo Attacmnent.s: A, Fig. 3 Ralph Thielicke olislager (N137) , I DPW orm 32 (3•36 - :2 383), Michael Khoury (0340), Robert PALOMAR AIRPORT LANDFILL, FIGURE I- .......... - H .;.... . All —I, — — - - - - -1 .. -' _----- L 5-6 . / 4 - 3-2 4' .._-4 4- .;•• %, ,.. ETTT:T:TBZ 5 H ?\ \ - I I • PALOMAR AIRPORT .4 •• .••.--' I 4' LANDFILL S H N .8 4 UNII '1 - .4 - •'.- - B-8 :1 . • .. • - r4 ---,. I - _•.. 4- . -e I, - - - - -1 - .4 S. 14* - -- - LEiD . BORING LOCATION ESTIMATED LANDFILL LIMITS (this study) rAND?ILL LIMITS (previous study) By: F BAST. .'93 .3.) ,...- .:o... it. tjU1J4 - ATTACIMENT_\ COUNTY OF SAN DIEGO SHT Q P.S .• DEPARTMENT OF PUBLIC WORKS - MATERIALS LABORATORY LOG OF BORINGS Proct LDA LD{LL Hole No, - Proct No. U ' Ot /S/ -- Suac Elev. - Datum Fieid 'Eminginear Pcrec P (-0- 0 r i 1; e r iA s s: za n z Zf.\ - C.-OC) ?\ Lei Oriti Type Size I 0tLOpter 0 In. Calif. Coord 9 ,0c1 N z( 1 E Eqp &Mo' i '\QO Z7O Depth 5amIe S S!cw CoIr Mois Conss• MaCI • . (Fz. No. D& / ture tency Type Remarks -o -- _____ ______ ______I --- .. • - H PNO oç- Z. __ ___ ___------ --------- .- . . . -- i-' _________________ ------ L/_.-~L • _ - I I' 5o - LaCaD Q ? SV\O) FCC AC PO .B DGPI\VEL o Y flT :L.--".' _ ., r1 c;i ry CLfr-s-'ç _.'•.1 • COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS MATERIALS LABORATORY LOG OF BORINGS ATTACHMENT _______ sHT_OF:_5 Proct LA(LL Project No. Dtc //q Field Engin - Drilr/Assitu COL) Drill Type & Smplar .D. Equip. & Mcae 5Ir\0_0 Hole INC. _- 5jrfc.Elev. Datum Refrnce _ço. PL- Location -- O Calif, Coord.i,9i :°° - N Opth I rn Samp Blows I Color Mcls Consk MatI IF N. /( ) ( rure tency I Type -::_..—.._t-_--- I - I ., LQO. •/';; - 4 cT__TiIiJL - ____ 1 —•-- ____ I _____ -.._-------------- -i • --------.:/_ -1. --------------- ILI -- -- .-. -----I -7 - ..— -- ----------------- ----------- 1 'c_ __i_:-i- so_: ii rc5 T O'1 A3 Ci FL .; SILTY CLY . COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS - MATERIALS LABORATORY LOG OF BORI NGS ATTACIMENT ________ SHT' OF Proc: ALO-"A A Fo T r(LL Project No. Uk'2_# Date - &d Engnr -. flrilr/Assktant CDL) '(tc FIG it D.-iii Type & Size lLLO15 tp r I Eq. & Moct& S1AQ FDepth Sample Sample[ Slows Ccr Mois- Coris:- Mat'l - L (Ft.) No. Depth I( ) tur try Type Hole NQ. •Ef' T' Suriace Elev. A -c- OazurnI.-5' Reference P'At - Location __•1 __i.__1• -.______ Calif. Coord._07o N ___ ___ ___ L.• -: rV- 4l iL 4 A41) ____ ____ ____ I ____ • .•,...• t.-..:: - I___ ___ 77 —I -------------------- ---------- ___ ___ 1 --------- --- - __ __ R . ___ I..END C MATEPJAL y\-j - •. ?.C.C. -. . • .-. T-i p.c. . ••• •,-.... - -----------..- '• -. • AACHMNT COUNTY OF SAN DIEGO SHT OF , DEPARTMENT OF PUBLIC WORKS. MATERIALS LABORATORY LOG OF BORINGS Proct Pov '?OT L LL Hole No. Frcc:'N. Uk '2_4 Da S Surface E(ev. Datum ___________ Field, E.-'.rrr Rfrnce (.0. kL(. PLR1 DrIr!Astan 12F - )ESQJ ••. . Dl Type & Size 'I'-Sar iD. .._ln. Calif. Coord. _I O. .N Z E Q Sa :le (wS Ccilc.r Moi- Con5k. (F No. • /( I ur ter.cj Iyp Rm2rk • • 2 ___ _.....4 — ______.. - • .77 ..: ___ -LK LA? .. H • ---- . . • 4L1i_______ • / . . • I: ___- l>' / /../,, — • I4_, • ( 'L-":'. C_L<' F .01 • _____ ..•z. _L ...JL/l__________________________ • I______________________ : .• • -.------S.... _____ ____ •.••• • • ..—.•.. . . -•• - - I • . . I . I --------- --------- I .• ____________ - ___ •• . .. •.• 32 • • _____ .------------------------------------------- .. •• _.:' H---T ------------------------ -----• I I . • • _______________ ___________ LEGEND O ATE.lL SYMLS: .; :1 2CC. .--S AC. P.. C),. A • GVL- (I E_" f ]- f(C L :'j 11 --- 3.HU'Y SILT' 12/0/93 12:10 '619 974 2636 CO SD SOLID WSTE Q 007 - ATTACHMENT , COUNTY OF SAN DtEGO - SHT 5 OF DEPARTMENT OF PUBLIC WORKS MATERIALS LABORATORY • LOG OF BORINGS Prajct - Hole No. - P r c j e c IN 0. U- k Oa,te //2 Su,-, ca Elev. '10 _Datum3... Field.Encineer Reference .O. £.¼L. Dri(r/Aszar. T\-c?--' 1\ Locatiofl E- I DriI Type & _lLLLSanof r ID r Calif. Crd. N Z4 1 Sct E Equip. & Model TA Q-O 1 d,,o - Depth 1 Sample sarnPle 8Icw Co!or Mois. Consis- Mat] (Ft.) No. I Dh /( ) - ure teflC'( Type Remarks L H ?,d ç ciy/j • • ___ ___ ___ ___ ___- -- -- 1_I ::ji: so .• Eno tvc' o 'iO' • I • EIt _____ COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS MATEFUALS LABORATORY LOG OF BORINGS ATTACMENT______ SHT_"OF_S Proitc PLOA 2R Projct No, U(24 'Field Enginee r : —c DrillriAskr II Drill Type & Siz_I4°Q or l.D._ ln. Equip. & Model 1Nk.Q) E>ZO -- Hole No. Surface Elev. Datum 't' Reference Location iCjR. Cali fCoord._ N I __E Depth Sample sample Color Moi- Ccnsk Mat'l . (st.) No. Depth I( } tur tency Type !rks ) 2 '. .----.--- o S ____ _____ _____ Loc'L./ A _..•, ___ ___ —r 7•) --t------- ------------ ___ ___ ___ -------------------- - - ------- - . . Ii I ____ ____ ____I . .. '. • T' . . - ----- - -- - --- - - - LENC OF .lAiiAL YMOLS:. P.C,C. A.C. R. OM. 13.r7GAVEL 1* 7'. 111 fijCLAYEY':i CL.•( f ç7 61i 974 2 ------------------------ 3t3 CO SD SOLID WSTE COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS MATEF.LALS LA80ATORY LOG OF EOR)NGS IOO9 ATTACHMENT si.2 OF 'S Proct PLoA: A-o \LL Pror Nc. U k t Fei .-igirteer DriIr!Assi:3n T\-QCL'' - DriI Type & Size 1oL.Lo SroIer L.D._ - I:i. EqLJi. & M ci p.I_S1T-Q...() cZO HoIeNo. _______ Surface Elev. Dtumj_.5 Reference Locinr '--- C-- Calif. Coard. 1 0 00 N Z410(5 Decth SamPla sample @;nws Colo Coz M.z; (Ft.) N. Depth /( ) zur ze.cy Type - - - - — - -; . -t _ •J , - 1. I '.' COUNTY O SAN DIEGO DEPARTMENT OF PUBLIC WORKS MATERIALS LABORATORY, LOG OF BORINGS ATTAC-MENT_ SHT_s_OF . Prj Lo'\ Aoc LL P. No. U Ilk Date Fiel d Engineer Dcir/Aisr.: '-\Ot{ c OriU Type & Size 2' Sampler _______________1(1. Equip. & Mod2i 5 N\QO }-iIeNo. Surface.Eiv. \1 - ( Datum .3-131 .. It 5 Rfererc P. C.0: _)Lé.g (z') Locion_ Calif. Coor. N 1 155 Depth SrnpI Sample 30w Color Moi - Coris- M'I (Fr.) No. Oec'. /( ) ture tency Type -- r ----------__L ryl t 7 - ,- 2Li I_r - I £ - ___ ___ • - _____ -'- --------- __________.. •I.A,o1_. - S 32. . __ -. __ --I_ ------ Remarks _yzv A5C LEGEND OF MArEI. SYM2OLS: A.C. R.OM A.S. GAVL TT;";' T'.' ES CL..'E' TT.TCL.A"vF7_. t I TV Un r GRAVEL - — S COARSE imf HI 511 ('P11 III1 (I S ST4 DI?1j 5j[ ) I- jm a - J( ( I I -r III.' io ..i: ••• ._ . -j IlL SO 10 5 I 5 GRAIN SIZE Il-i MLLIMETEUS LA] NO. SAMPLE 9• cLAssIricATIoN P'-i'-44 Sc .•5 . 1. L L Pt grimr EP1 I ____ .-2o -5'- 'YC (3 _____ 7 pA -------------------------------------- - ' !3 V ot {- --- -.----.-- ---------.-- ------ .------------------- .05 .01 .005 .001 \\ - -- ._ELL. PROJECT NO. LS (Z4 DRAWN BY DArEJ,_ FIGURE — — AND SILT o.-id CLAY VE I'IO------------ - ______- J1YOR01ETi TIMES - Cu 'J r I I I I I (FT) ol CD 00 - SAMPLE IA CD 104 TN CL - - (P - -A —i '- I 0. m 4 t7 °- 2-11 -1- c- tj • L ) rn J I • is.' OL 3 cr D - -. • ! ::E 3 i I;- i- I - : - - - t4OIST(JFIC I -. I .- DRY 0000 -_ - I DENSITY - I - - (PCF) -. - - - -- - I- -- - 1 - - RELATIVE - 4 COMPACTION ___ - -. -- - - - - - I - -- - -. - - -. 1%I - - j- - .;-• --I - -- --- - - -- U j 4 '685E SCALE: 1=300 zoo coo&00 Soo _ - - 3.5 - - X / t' ........................ ............... ------ J'aj • 324 I F.O \ xJ'e•a • 0 3I80 •x '--- • -- Project Building w F LA-E A S x Z97.5 ' • 04.0 VICINITY MAP PLATE 1 • • CINEMA AIR HANGAR BUILDING I LEGEND .j •. . / :c. ... .i ... . .• •. ' L siiuo'' LL - - - I — till .j .._-- ______ - ,-- - -- - - I - -- -' - I --- i ) . . .-...--..- . . . .. ..... 1' I \ po$Ifl1.EFUThT1E -. ---- ._ - - DEF WE _i-_ LL __- I t . .. • . . - ..- . .. . Nco.,.a4II II11 a 24U. rat Ii I J j v \ \ — - — -\ t.... £ .. .. •... .. ...'.ç •_." . ..Ir.?H • I / ..,A •- I 21r— ( I LL 8_ ti I hr8 , IiIIVv0 tOIa.IICII .-• J f' - • •.-.. • IItIt&4 ,.. .., IOd WELL 6O - S. ••. .'5 . •1 lI2 G'th..tMIIIH SfCflti I .-• -. ... . __• — Cl IIt4I9.t1 IIt1 1-fl IC1II * MCI 0 ' _.----- - I) PPOO8.1I — - - lILT 20.1111 811 101 .18. 4 r---- - rx,- uwo.DLPAJIIMWrOF Rjuse hum9l "'D I ' RI • K .1 MIEL8AIH(lUY UC1I Of tJ18.'Ct IWQtkILS - OiCflju uU . I#LWI MWOfl LF?1)flLL CNUAL}. C& PROPOSED 1.00ATON OF ADDITIONAL WELLS - LJJIU MTACIIME .NL1 - 0) I-. (b If- 8.) 0) 0) LEGEND . . sit JIfl%g?'1 c - - ...-- - -- ---.-- -- - —.-.----------- - N9fl'I tl1 .c- - - --- -S----.--- I. --- 'I - ------ I t. I Y - - / - .I1dI. 1 II .1 I 'I - - - I I - mi II iiIWOlI)IJOiflI 1M . . . . 0• PELP WflL It too — )j- cpvc. \'.GHuanatlr... .-.. .... . . . .:.. 6 I II r 1 c ct uq - Ux - ------ - - II • 70 SHALLOW WELL •• •. . . . - ,• . . . ••. . Wlii4IY S'N ctrt3ojjrvAnrvENr cf •tiwc v,:s I e cn M "&Edd . ,,jfuaw rGtI () PIA 0 LM A)IPI)I11 I1II.CNOSI),C& PROPOSED LOCATION OF ADDITIONAL WELLS — UNIT 2 ATTACI IN -;-- LECEIND S . S r LIMIT OF %VASTE F ILL w A S -: DEEP V/Eli. - .' ( ••5 S G_. -L--- )—t° - (CW11 \h UNIT 3 160 OFEP WELLr _I --_-_;-- C W 12 A II - -- - - •- ( LI vo - I I j •;\\\ç I .2L • I-.. S MA nfly M MeIcnl&dU PROPOSED LO'CATION OF J ATTACHMENT ADDITIONAL WELLS I