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Home My WebLink About2730 LOKER AVE W; ; CB890932; PermitPERMIT APPLICATION City of Carlsbad Building Department 2075 Las Palmas.'Dr. Carlsbad, CA 92009 (619) 438-1161 •. EST. VAL____________________________ - PLAN CE DEPOSIT_____________________________ VALID BY________________________________ 1. PERMIT*TYPE I . DATE A - DCOMMERCIAL ONEW DTENANT IMPROVEMENT B - 1'DUSTRIAL EW [-]TENANT IMPROVEMENT - -. C - DRESIPENTIAL DAPARTMENT DCONDO USINGLE FAMILY DWELLING D ADD ITION/ALTERATION [--]DUPLEX DDEMOLITIOW [)RELOCATION DMOBILE HOME DELECTRICAL [:]PLUMBING OMECHANICAI. DPOOL DsA DRETAINING WALL DSOLAR DOTHER ' 2. PROJECT INFORMATION' PLAN CHECK No. FOR OFFICE USE ONLY Address Coss Streets 27?O Budding or Suite No. ,4ö tFr,ai DFStRIPT1 lot, No. .-, ,Subdivl,xi.on Name/Number- - Unit No. ,..-,' Phase No. - - ...'L II Zff Structural Calcs (P Soil ASSESSOR'S PARCEL - EXISTING USE PROPOSED USE DESCRIPTION OF WORK r,'t - BLDG. SO. FiG. # OF STORIES CONTACT PER'ON NAME eu/Jt1€d/Of' . ADDRESS ;I:, C /--AV4 'e 70 ( I TY STATE C4, TELEPHONEC ZIP CODE DAY [:]AGENT FOR CONTRACTOR 0 OWNER P!rZENT FOR,9WNER APP ICA T CONTRACTOR CITY 'o.fl 17/t47 STATE ZIP CODE 92.72 ' DAY TELEPHONE P PE NAME ? TY Pd LESSEE [)TENANT ADDRESS .i4 ee-/- 9/ 70 / CITY Sc-k j7jj,cqjj STATE t,?,4 ZIP CODE DAY TELEPHONE CO 5 CONTRACTOR 1 NAME// 747)1 ADDRESS 1V'1Z. f' CITY STATE ZIP CODE DAY TELEPHONE 2.'?7- STATE LIC. LICENSE CLASS CITY BUSINESS LIC. # SIGNATURE TITLE 09 DATE DESIGNER NAME 4'h1 fr7j,47 ADDRESS f 77 tI;•' /(1q- liii CITY 'cI/7 ,L'f!'ql STATE ff,4 ZIP CODE 14' /2 ? DAY TELEPHONE 7, STATE LIC. # egogi WORKERS' COMPENSATION Workers Compensation Declaration: I hereby affirm that I have a certificate of consent to self-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). INSURANCE COMPANY POLICY NO. EXPIRATION DATE 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' Compensation Laws of California. SIGNATURE DATE OWNER-BUILDER DECLARATION Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I 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. 7046, Business and Professions Cede: 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 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Cede: 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). 0 I am exempt under Section ' Business and Professions Code for this reason: (Sec. 7031.5 Business and Professions Cede: 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 Cede) 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 F1 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? DYES [-I NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYES [-]NO 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 DISTRICT. CONSTRUCTION LENDING AGENCY . I 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 Cede). LENDER'S NAME - LENDER'S ADDRESS APPLICANT'S SIGNATURE I certify that I 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 CITY 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. 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 commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time ter the wo is commenced for a period of 180 days (Section 303(d) Uniform Building Code). APPLICANT'S 0 B PHONE - APPROVED BY: - _- - WHITE: File YELLOW: Applicant PINK: Finance Ii .1 • - . ....-. .. ' , - • 4 .. •, .- •. - -. t• - .tS * ( . • .. * DEVELOPMENT PROCESSING SERVICES DIVISION - . •.. .' '. 2075 LAS PALMAS DRIVE ' • CARLSBAD, CA 92009-4859 t. (619) 4381161 jt - MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only ADIDRESS IVO/<7S A PLAN ID NO ASS PARCEL NO. OWNER 7823 06/26/89 0001 01 05 ç' c%''- Misc 4045-00 ' VALIDATION AREA ADDRESS CITY 4A- cj61.'4I- ZIP TEL .. ESTMATEb VALUATION CONTRACTOR'S ADDRESS MAILING 2 .. ,AV- FEI~ .,001-810-00-00;882-ri THE APPLICANT TAKES NO ACTION ClTY1s/fZ? zIPg2.//c? TEL.'? WITHIN 180 DAYS, PLAN CHECK FEES . . WILL BE FORFEITED.. * ,q STATE BUSINESS UCENSE NO./79 LICENSE NO. SUBDIVISION LOT(S) QAt7 77- LEGAL DESCRIPTION PHECK IF SUBMITTED 2 ENERGY CALCS 2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS DESCRIPTION OF WORK STRUCTURAL CALCS 2SOILS REPORTS 2 SELF ADDRESSED ENVELOPES r 7 ---=- U - . - DATE GIVEN! - ,. SENTTOAPPLICNT - -. DATE -- CONTACT PERSON LA COSTA LETTER ADDRESS 77r V/l'v2/ ,kj/ $ SCHOOL FEE FORM .' .• . * CIT'91j ZlP ').../),-3 TEL '—)7So . P & E CORRECTIONS LIST 7/.)g CERTIFICATE OF OCCUPANCY APPLlN1'SIGr''ATUI4E . : DATE " ' • ' -. :. . :' :. ' F White File Yellow Applicant / ' Pink Finance Gold Assessor I • -,. .t I -- - I • - .. * * -: .- ., Pagelof AMERICAN ENGINEERING 7940 Arjons Dr., Ste. A 0 350 S. Maple St.; Unit 1< 0 515 Galaxy Way San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 .(619) 695-3730 (714) 272-4230 (209) 576-0813 LABORATORIES, INC. o 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # Project Name (per plans) L.P-(\"-.l IS -A,lc Project Address (legal) 5 Architect Engineer Contractor Report No. Building Permit No. Plan File No. Govt. Contract No. OSAor OSHPD # - Other INSPECTION CODE MAIL SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 - Concrete Cylinders Rinf.: Rebar Plan & Specs OSA P11 - Cement - Flint.: W.W.F. - Clearances Specialty P49 - Mortar Samples Rlnf.: Tendons Positions Mechanical PlO Grout Samples Conc.: Mix #/psi Sizes Electrical P09 - Masonry Prisms - Conc.: Mix #/psi Laps Rooting P17 Masonry Block - Conc.: Mix #/psi Future Continuity #/psi Concrete P12 - Fireproofing Grout: Mix #/psi Consolidation Masonry P13 - Units (block or brick) ..L........ Mortar: Type/psi S Mortar Batching - Slruct Steel P15 - Asphaltic Concrete - Units: Block Electrode Storage Prestress Conc P14 - Rooting - Units: Brick Torque Applied Pile Driving P16 _.... Reinf. Steel _..... Steel Fireproofing P47 _L... Steel . - - H.S. Bolts - Waterproofing P48 - H.S. Bolts - Metal Decking - Non-Destructive P31 - Tendon (PT Strands) - Electrodes .$oils Technician Other Fireproofing Corrective action required - Batch Plant P18 - Other _____________ - Other Bolt Putt-Out P33 - Other ____________ - Corrections completed INSPECTION DATE: te.o _3,. ' c g.c A_ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building Codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME Cr( INSPECTOR COMPANY I.D. NO. (Print-Clearly) INSPECTOR SIGNATURE CERT.# DATE J L) NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m.on weekdays. Page lof ( AMERICAN ENGINEERING. LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # / / 3 Report No. Project Name (per plans) Imp Q4ZA3&S fu 40tos Building permi 3( Project Address (legal) '7 c20 Ai e . JJE.7 QA - Plan File No. Architect t+ CA4 %',i)CA D"j . Govt. Contract No. Engineer OSAorOSHPD# Contractor ZE%- Or'.IST Other INSPECTION CODE MATT SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST — OSHPD P11 ..4. Concrete Cylinders ............. ...4 Rint.: Rebar S 6 4') _4. Plan & Specs — OSA P11 Cement Rini.: W.W.F. Clearances Specially P49 — Mortar Samples Rint.: Tendons _____________________________ Positions Mechanical - PlO Grout Samples ....ç Conc.: Mix #/psi Sizes Electrical P09 Masonry Prisms — Conc.: Mix #/psl Laps — Roofing P17 — Masonry Block — Conc.: Mix #/psi ___________________________ Future Continuity #/psi Concrete P12 Fireproofing Grout: Mix #/psi ____________________________ Consolidation Masonry P13 Units (block or brick) _Mortar: Type/psi Mortar Batching Struct Steel P15 — Asphaltic Concrete Units: Block Electrode Storage Prestress Conc P14 Rooting — Units: Brick -............... Torque Applied Pile Driving P16 Reinf. Steel Steel H.S. Bolts Fireproofing P47 — Steel Waterproofing P48 H.S. Bolts .L............ Metal Decking — Non-Destructive P31 — Tendon (PT Strands) — Electrodes Soils Technician P22 — Other Fireproofing Corrective action required — Batch Plant P18 Other — Other Bolt Pull-Out P33 — Other ' Corrections completed INSPECTION DATE J11t4E t3-9 ó -2i1O hoiZ Ccji sc3, pz._L_r3-- tct4'D ) 'Aw'IS -'r . rat, I LS" A-wv I-vwt: ( -( S tF (j -,--cvmcrLrr( CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not Constitute engineering opinion or project control. INSPECTOR NAME MA-091y\'14'T INSPECTOR COMPANY I.D. NO. (Print clearly) INSPECTOR SIGNATURE 'L5-k CERT. # TL C 3?,) 1964"1 DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. - INSPECTION DATE: Page 1 o . AMERICAN ENGINEERING 0 7940 Arjons Dr., Ste. A 0 350S. Maple St., Unit K 0 515 Galaxy Way San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 272-4230 . (209) 576-0813 INSPECTION REPORT LABORATORIES, INC. 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 228-1754 (619) 247-8445 Project # I••'- I - 3 42_ Project Nme (per plans) O&LS/ O .QAS Project Address (legal) Z73 3 Lo .e tJ. - c-s az Architect 1-/C t'f 4 As so C. Engineer . Contractor Report No. Building Permit No. Plan File No. Govt. Contract No. OSAorOSHPD# Other INSPECTION CODE OSHPD P11 MATT SAMPLING CITY _X-Concrete Cylinders MATERIAL DESCRIPTION Riinf._.... Rebar INSPECTION CHECKLIST Plan & Specs OSA P11 ............. Cement - Rlnf.: W.W.F. - Clearances Specialty P49 - Mortar Samples - Rint.: Tendons . Positions Mechanical PlO Grout Samples Conc.: Mix fl/psi t,~1d/ ,2'OOO ........... Sizes Electrical P09 - Masonry Prisms - Conc.: Imix Wasi , .60 Cl - Laps Roofing P17 - Masonry Block .................... - Conc.: Mix fl/psi ___________________________ Future Continuity fl/psi Concrete P12 - Fireproofing ..........._.... - Grout: Mix fl/psi . Consolidation - Masonry P13 - Units (block or brick) Mortar: Type/psi - Mortar Batching Struct Steel P15 - 'Asphaltic Concrete Units: Block Electrode Storage Prestress Conc P14 Rooting Units: Brick - Torque Applied - Pile Driving P16 - Reint. Steel . -. Steel H.S. Bolts Fireproofing P47 Steel Waterproofing P48 H.S. Bolts - Metal Decking Non-Destructive P31 - Tendon (PT Strands) - Electrodes Soils Technician P22 . Other _____________ - Fireproofing Corrective action required - Batch Plant P18 - Other - Other - Bolt Pull-Out P33 Other Corrections completed CERTIFICATION OF-COMPLIANCE: All of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. Ths report covers the locations of the work inspected Only and does not constitute engineering opinion or project control. I INSPECTOR NAME INSPECTOR COMPANY I.D. NO. INSPECTOR SIGNATURE , CERT.# . DATE 4ff/go I NOTE: Inspections based on hour minimum, 8 hour minimum after4 hours, '2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. 99P Page lofJOi- AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Or., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 . Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # Project Name (per plans) 3 84i9 e/?OJ, Po'i-ô s, P11_2z Project Address (legal) 22 34 lof'-ez BI Z Architect Engineer ?1/72k,=77 ' tLkAf(5 Contractor Report No. __liq ____________________ Building Permit No. Plan File No. Govt. Contract No. /1//n OSAorOSHPD# Other 4//A INSPECTION CODE — OSHPD P11 OSA P11 MAT'L SAMPLING DIV Concrete Cylinders — Cement MATERIAL DESCRIPTION Rebar C Rinf.: W.W.F. #.? / INSPECTION CHECKLIST __4'an & Specs Clearances Specially P49 Mortar Samples Rinf.: Tendons , Positions Mechanical PlO Grout Samples Conc.: Mix 4/psi ___________________________ Sizes Electrical P09 Masonry Prisms — Conc.: Mix 4/psi Laps Roofing P17 Masonry Block — Conc.: Mix 4/psi Future Continuity 4/psi — Concrete P12 — Fireproofing Grout: Mix 4/psi — Consolidation _yasonry P13 Units (block or brick) — Mortar: Type/psi Mortar Batching LStruct Steel P15 — Asphaltic Concrete — Units: Block , Electrode Storage Prestress Conc P14 — Pile Driving P16 Roofing Reint. Steel eel its: Brick Torque Applied H.S. Bolts Fireproofing P47 — Steel Metal Decking Waterproofing P48 — Non-Destructive P31 H.S. Bolts — Tendon (PT Strands) .......'Electrodes lE'-TY' — Soils Technician P22 — Other _____________ — Fireproofing — Corrective action required — Batch Plant P18 Other _____________ — Other Bolt Pull-Out P33 Other Corrections completed INSPECTION DATE: 74 ,4PR/4 '90 (771'RSbi'971) EV/EO E Hiu. 7Z7 ,' V/3tML VP/ricW & 'E ,? -14P k/'- Zva/, 511E 2//oR £24J4'± 26LF LEt ADX 7 E7 T LLo -Z E) - (s - ) 77(154) Tb (s-a), (it' -) (Al --), (N—c) lb (iv-), (V -4/73 (,ij-s), (iv- (,4i'- (4w -2) ro (N -3) é (s -z) -i (9 -3 , 7e ji-/j I / c—cl /i - ). CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME 'Y . 23/o,V"tl9'L___ INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE & (j7 CERT. # Z55 DATE 049 AT /Z 10 NOTE: Inspections based on 4 hour minimum, 8 hour mini um after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Project N .i'- Oc Project Name (per plans) - Project Address (legal) Architect Engineer Contractc Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. 440 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Cir. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Report No. . Building Permit No. '90 .3157 Plan File No. _______________________ Govt. Contract No. _____________________ OSAorOSHPD# 'V/A Other INSPECTION CODE _OSHPD. P11 MATT SAMPLING OTY Concrete Cylinders MATERIAL DESCRIPTION ..i/Rinf.: Rebar ,4'5_.76k2.. / INSPECTION CHECKLIST .....i'pian & Specs - USA P11 Cement Rinf.: W.W. Clearances - Specialty P49 Mortar Samples . ..___._ Rift.: Tendons _____________________________ Positions Mechanical PlO Grout Samples - Conc.: Mix N/psi _ - Sizes - Electrical P09 Masonry Prisms - Conc.: Mix N/psi . Laps - Roofing P17 - Masoiry Block Conc.: Mix N/psi ___________________________ Future Continuity N/psi — Concrete P12 Fireproofing .........__. - Grout: Mix N/psi . Consolidation Fesbnry P13 .............. Units (block or brick) Mortar: Type/psi Mortar Batching Steel P15 Asphaltic Concrete - Units: Block _______________________________ Electrode Storage Prestress Conc P14 Roofing -- ...............)Jnits: Brick _______________________________ -- Torque Applied - Pile Driving P16 - Reint. Sleet _...... ....j(Steei /3' H.S. Bolts - Fireproofing P47 . Steel Waterproofing P48 H.S. Bolts 1etai Decking Non-Destructive P31 Tendon (PT Strands) . .........'Electrodes Soils Technician P22 - Batch Plant • P18 - Other - Fireproofing ....._ Corrective action required Other Other Bolt Putt-Out P33 - Other _______________ . . ..__ Corrections completed -7.. A ... f, - . - I 776 6b,tj,y,' Ro E7-tV4-77 o/ /WC 7111E w (N-fl, (NZn 2Z (- ?a CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME cfj 7' 73IVYh._- INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE 4_.7/!!?7 CERT. ii Z_55 . NOTE: Inspections based on 4 hd'ur minimum, 8 hour mi mum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after .3:30 n.m. on wrekdtvs. i .. Architect Engineer Contractor Page 1 of _iO.3 AMERICAN ENGINEERING LABORATORIES, INC p4940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 - INSPECTION REPORT Project # ' Z - 3*4 Project Name (per plans) ?4'9b 1&4b5 Rh E- -Y- Project Address (legal) _23c Z4'E i4"EsT, &2 Report No. Building Permit No. 9ô 2?? Plan File No. Govt. Contract No. OSAorOSHPD# - Other A//fr INSPECTION CODE - OSHPD P11 - OSA P11 MAT'L SAMPLING DIV - Concrete Cylinders -'Cement I MATERIAL DESCRIPTION _lRinf.: Rebar ,4 :pa ('/ '0 - Rinf.: W.W.F. INSPECTION CHECKLIST wiln & Specs ............. Clearances Specialty P49 Mortar Samples - Flint.: Tendons _____________________________ - Positions Mechanical PlO - Grout Samples - Conc: Mix 11/psi - Sizes Electrical P09 Masonry Prisms Conc.: Mix 11/psi Laps Roofing P17 Masonry Block - Conc.: Mix 11/psi - - Future Continuity 11/psi - Concrete P12 Fireproofing - Grout: Mix 11/psi ____________________________ Consolidation - asonry P13 Units (block or brick) - Mortar: Type/psi Mortar Batching Struct Steel P15 Asphaltic Concrete - Units: Block Electrode Storage - Prestress Conc P14 - Pile Driving P16 Rooting - Reint. Steel - U/its: Brick ° . ........"SIeel Torque Applied Fireproofing P47 Steel - H.S. Bolts Waterproofing P48 H.S. Boils _1Metal Decking ______________________________ Non-Destructive P31 Tendon (PT Strands) Electrodes ___JE Soils Technician P22° Other - Fireprooting Corrective action required Batch Plant P18 - Other - Other - Bolt Pull-OUt- P33 Othe! ____________ . Corrections completed 26 fA /',— INSPECTION DATE: 21 4PR/L 70 (///WZS iiV/ tt2L C-ER 7ZS- ? rE,9R Tb ac-- 05144t TjJSPflo'%J OF Th'E F1T-14P 77E ci ,v!s @ Z6 6F EEV11 77o4/ ?Ene 77m /=F9 440 iv2,v- (Z E) (hi-I) 7V (iil ),, (N -I) To (N -2 (-&) 7V (s -. . b -r*/L f/3 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME (u,4" ,7 7?7iYY'4%.- INSPECTOR COMPANY I.D. NO. (Print Clearly) - INSPECTOR SIGNATURE /4'1 c 77_7d - ° CERT. # DATE ' 4PR/L % NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. , • - n9p Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. '7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Cir. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272.4230 . (209) 576-0813 - (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # Project N Project Address (legal) Lb4.Ei ,4IJE. 23L 2, "4' " I - Architect Engineer L) L/(Tr 4 Contractor _____________ Report No. v/4. Building Permit No. -3J Plan File No. A//4 Govt. Contract No. OSAorOSHPD# Other INSPECTION CODE - OSHPD P11 MATT SAMPLING OTY - Concrete Cylinders MATERIAL DESCRIPTION _'in f.: Rebar ('A' INSPECTION CHECKLIST ._J?4n & Specs OSA P11 Cement - Rinf.: W.W.F. - Clearances Specialty P49 Mortar Samples Rin!.: Tendons _____________________________ - Positions - Mechanical PlO Grout Samples Conc.: Mix #/psi ___________________________ Sizes Electrical P09 - Masonry Prisms - Conc.: Mix #/psi - Laps - Rooting P17 - Masonry Block Conc.: Mix #/psl ___________________________ Future Continuity #/psi - Concrete P12 Fireproofing ....L Grout: Mix If/psi Consolidation Masonry P13 Units (block or brick) - Mortar: Type/psi Mortar Batching Struct Sleet P15 - Asphaltic Concrete - Units: Block - Electrode Storage - Prestress Conc P14 Pile Driving P16 - Roofing - Reint. Steel ._........... - 9nits: Brick ...±'%teet Torque Applied - Fireproofing P47 Steel - H.S. Bolts Waterproofing P48 - H.S. Bolts _)letal Decking - Non-Destructive P31 Tendon (PT Strands) ........k'Ele clrodes Soils Technician P22: Other _____________ - Fireproofing Corrective action required Batch Plant P18 - Other. ____________ .................. - Other - Bolt Pull-Out P33 - Other Corrections completed INSPECTION DATE: .4 APRIL o (m1R3Y) ;Ev/EtoE-r /-1'/LL 7S7 ~?,7S ,Zb/? t3q) 7 E ,L?EZ /LA& P ii/bE 14ui91. "4/S E?77oiV ThE ,? 7—OP d /-zv,vc., trip (-3)7L), CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not Constitute engineering opinion or project control. INSPECTOR NAME (1' '9-/21 /2, 23 'TbA/ Y'4-J.__- INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE /E27' "p- £72c7 CERT. If 2. DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimumfor all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Pagélof 1 AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr.,-Unit A 0 13641 John Glenn Rd.; Ste. C San Diego, CA 92126 (619) 695-3730 Corona, CA 91720 (714) 272-4230 Modesto, CA 95356 (209) 576-0813 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 22871754 (619) 247-8445 INSPECTION REPORT Project # /-'1? - . . Report No. Project Name (per plans) 4d_ck c± Sf( Building Permit No ? " .'3 Project Address (legal) 2.. 2 2.0 2OkIe.l. _41j. C_/cI,dlLJ, Plan File No. .Architect Govt. Contract No. Engineer . . Contractor, t OSA or OSHPD #. Other . INSPECTION CODE MAT'L SAMPLING QTY MATERIAL DESCRIPTION . INSPECTION CHECKLIST OSHPD. P11 OSA P 1 1 ......._Concrete Cylinders - Rint.: Rebar . Plan & Specs _:Cement - Rinf.: W.W.F. Clearances Specialty P49 ............L Mortar Samples Flint.: Tendons Positions - Mechanical ' . PlO Grout Samples .__L..... - Conc.: Mix #/psi - Sizes - Electrical P09 - Masonry Prisms LL..L. _:_._ Conc.: Mix #/psi Laps Roofing P17 Masonry Block __.._ Conc.: Mix #/psi ___________________________ Future Continuity #/psi Concrete P12 - Fireproofing ..................... Grout: Mlx#Ipsi ____________________________ Consolidation Masonry , P13 - Units (block or brick) __. - Mortar: Type/psi Mortar Batching Struct Steel P15 L......_ Asphaltic Concrete .....:............... Units: Block Electrode Storage Prestress Conc P14 Roofing Units: Brick Torque Applied Pile Driving P16, Reinf. Steel __L.... ............' Steel H.S. Bolts Fireproofing P47 - Steel Waterproofing P48 H.S. Bolts - Metal Decking - Non-Destructive P31 Tendon (PT Strands) - Electrodes Soils Technician P22 Other ...................., - Fireproofing Corrective action required Batch Plant P18 - Other Other Bolt Pull-Out P33 - Other _____________ . ç - Corrections completed INSPECTION DATE t p/.z/ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME wl /4r... INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE LA4 l! - CERT. # -74 /P/ ff DATE 9 -_i" —9' NOTE: Inspections based on 4 hourminimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m on weekdays. Project Address (legal) OF 39 tPA-aq ,iv: I5T LDC1. Architect Engineer Contractor /2bEJ_ Page 1 of -460 AMERICAN ENGINEERING LABORATORIES, INC. J '7940 Arjons Dr., Ste A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Cli. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126. Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # Project N Report No. A//Il Building Permit No. 912 313 Plan File No. IV/lt Govt. Contract No. N/f OSAorOSHPD# 411,4 Other 4//A? INSPECTION CODE OSHPD P11 OSA P11 MAT'L SAMPLING QTY Concrete Cylinders - Cement MATERIAL DESCRIPTION . Rebar '4'.I.O - Rinf.: W.W.F. __________________________ j INSPECTION CHECKLIST _./Plan & Specs - Clearances Specialty P49 Mortar Samples - Rinf.: Tendons _____________________________ - Positions Mechanical PlO Grout Samples - Conc.: Mix #/psi i........ Sizes - Electrical P09 Masonry Prisms - Conc.: Mix #/psi - Laps - Rooting P17 Masonry Block Conc.: Mix #/psi ___________________________ Future Continuity Il/psi - Concrete P12 - Fireproofing Grout: Mix Il/psi - Consolidation lasonry P13 - Units (block or brick) ______ Mortar: Type/psi ___________________________ Mortar Batching .....L'Struct Steel P15 - Asphaltic Concrete Units: Block _______________________________ - Electrode Storage Prestress Conc P14 Rooting - U its: Brick - Torque Applied Pile Driving P16 - Reinf. Steel Steel 173 - Fireproofing P47 - Steel - H.S. Bolts - Waterproofing P48 H.S. Bolts - Metal Decking - Non-Destructive P31 Tendon (PT Strands) - Electrodes Soils Technician P22 Other ___________ Fireproofing Corrective action required Batch Plant P18 Other _____________ Other _____________________________________ Bolt Pull-Out P33 Other _____________ . Corrections completed INSPECTION DATE: Z4 ,4PR/L Qo 1,E//EVE-lb /1/U. '7,—M7- (fe1 Thi? FiAZ) 64t> EEn LbiEl>•v, .'i-- ..2xi s r -ai eJ Of= ' ,r a J-JJIIIC ô 71eAJ 2R 7Wff &tJ,,JC PA-,v' (/1/-3) , (iv -4). (iv-4) m ('iv --). /iv-C). _Z.~V34 *1v6 (54)m (I-i)73E7 .J,/3; CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME .4i'/ ) ThN")'.44— INSPECTOR COMPANY I.D. NO. (Print Clearly) 77-6 INSPECTOR SIGNATURE )5ig4 /?' £2j't7C', d"' CERT. II DATE .At?/. "96 NOTE: Inspections based on 4 four minimum, 8 ho r minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Pagel of / AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way LA (619) 695-3730 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307. (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # .3 Report No. Project Name (per plans) !,4eLi?,4-O Building Permit No. Project Address (legal) 2..72( I7L'i' 4t/,d* 4 ?."LZR,4J Plan File No. Architect Govt. Contract No. Engineer OSA or OSHPD 11. Contractor /4 ffj .(),ij,3 77fLJ' rib ii.) Other INSPECTION CODE MAT'L SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 Concrete Cylinders _.._. Rinf.: Rebar ..........i. Pian & Specs OSA . P11 - Cement - Rinf.: W.W.F. ____________________________ - Clearances - Specialty P49 Mortar Samples Rinf.: Tendons _____________________________ Positions - Mechanical PlO Grout Samples - Conc.: Mix 11/psi Sizes Electrical P09 - Masonry Prisms - Conc.: Mix 11/psi ....L... Laps Rooting P17 - Masonry Block - Conc.: Mix 11/psi __________________________ Future Continuity 11/psi Concrete . P12 - Fireproofing - Grout: Mix 11/psi - Consolidation Masonry P13 - Units (block or brick) __:__._ - - Mortar: Type/psi - Mortar Batching - Struct Steel P15 - Asphaltic Concrete - Units: Block _____________________________ Electrode Storage - Prestress Conc P14 - Roofing - Units: Brick _______________________________ - Torque Applied - Pile Driving P16 -. Relnl. Steel - - Steel Y_____________________________________ H.S. Bolts - Fireproofing P47 - Steel . - Waterproofing . P48 - H.S.. Boils - Metal Decking Electrodes - Non-Destructive P31 - Tendon (PT Strands) Soils Technician P22 - Other _____________ Fireproofing Corrective action required - Batch Plant . P18 - Other _____________ . - Other Bolt Pull-Out P33 - Other _____________ .. - Corrections completed INSPECTION DATE: ;A -6 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections..of the building codes. This report covers the locations of the work inspected only and does not Constitute engineering opinion or project control. 1 INSPECTOR NAME INSPECTOR COMPANY I.D. NO (Print Clearly) INSPECTOR SIGNATURE . CERT. .# . DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . .. . . . . Page 1 o I AMERICAN ENGINEERING LABORATORIES, INC. 21940 Arjons Dr., Ste. A 0 350 S. Maple St. Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 . Corona, CA 91720 Modesto, CA 95356 . Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 . (619) 247-8445 INSPECTION REPORT Project# Project Name (per plans) Project Address (legal) Architect' Engineer Contractor 2OJ dd Report No. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION .' CODE MAT'L'SAMPLING ' , CITY MATERIAL DESCRIPTION ' ' INSPECTION CHECKLIST - OSHPD P11 ......-Concrete Cylinders ..Jiinf.: Rebar . . ' _lan & Specs OSA , ' P11 Cement - Rinf.: W.W.F. "clearances - Specially P49 Mortar Samples Rlnf.: Tendons ' Positions Mechanical ' , PlO ._ Grout Samples - Conc.: Mix #/psi - ....Sizes Electrical P09 Masonry Prisms Conc.: Mix#/psi ' Roofing ' P17 Masonry Block Conc.: Mix #/psi ' Future Continuity #/psi Concrete , P12 Fireproofing Grout: Mix #/psi _._ Consolidation'____________________________ Masonry ' P13 Units (block or brick) - Mortar: Type/psi __________________________ Mortar Batching - Struct Steel P15 Asphaltic Concrete Units: Block ' Electrode Storage Prestress Conc P14 .............: Roofing - Units: Brick ' Torque Applied Pile Driving P16 - Rein!. Steel - Steel Fireproofing P47' - Steel H.S. Bolts Waterproofing P48 - H.S. Bolts Metal Decking Electrodes Non-Destructive P31 - Tendon (PT Strands) Soils Technician P22: Other ____________ - Fireproofing - Corrective action required Batch Plant P18 - Other _____________ Other _____________________________________ Bolt Pull-Out P33 Other Corrections completed INSPECTION DATE: LA O'CQLf 4o 1,j el A-I aJ /C&..' a . L d.. " Li),, LL9 i CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME C 11 tr)4r.s C!. Z2 Lyl< INSPECTOR COMPANY I.D. NO. (Print Clearly) /é22 INSPECTOR SIGNATURE CERT. # 11' 2 '/9/ DATE NOTE: Inspections based on 4 hour minimum, 8 hoUr minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Page 1 of / AMERICAN ENGINEERING LABORATORIES, INC. ,p"7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business dr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 , (209) 576-0813 (619) 228-1754 1(619) 247-8445 INSPECTION REPORT Project I! I ( .5 'f .L ._ I Report No. Project Name (per plans) (t,P.I$ dyy, Building Permit No. q, ô Project Address (legal) ,,2 'y .LO LI./.e.— fl1c Js1 d.a-rh 2L,.-cl Plan File No. Architect e' Govt. Contract No. Engineer OSAorOSHPD# Contractor 1ri44.J - Other INSPECTION CODE MAIL SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - OSHPD P11 Concrete Cylinders Rift.: Rebar _______________________________ Plan& Specs - OSA P11 ____ Cement , ...._. Rinf.: W.W.F. . Clearances Specially P49 - Mortar Samples - Rlnf.: Tendons _._.~ Positions Mechanical PlO - Grout Samples - Conc.: Mix #/psi _..,. Sizes - Electrical P09 - Masonry Prisms Conc.: Mix #/psl v Laps Roofing P17 - Masonry Block Conc.: Mix #/psi V - Future Continuity #/psi Concrete P12 - Fireproofing ............. Grout: Mix #/psi V Consolidation Masonry P13 Units (block or brick) Mortar: Type/psi Mortar Batching Struct Steel P15 Asphaltic Concrete - Units: Block - Electrode Storage - Prestress Conc P14 Roofing - Units: Brick - Torque Applied - Pile Driving P16 Reinf. Steel Steel - Fireproofing P47 Steel - H.S. Bolts - Waterproofing P48 - H.S. Bolts :.__. Metal Decking Non-Destructive P31 - Tendon (PT Strands) __. - Electrodes V Fireproofing Soils Technician P22 Other - Corrective action required Batch Plant P18 Other - Other V Bolt Pull-Out P33 - Other Corrections completed ------------ INSPECTION DATE: .4'-/-'O 14c;,. p4.Lk 14 V CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the building Codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME a 17 -.L. s. d. 66VI31 V V INSPECTOR COMPANY I.D. NO. V V V (Print Clearly) V , V V INSPECTOR SIGNATURE (__. b-3 2_ _L4J--, CERT.# '? 2t/-/ V DATE V NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. V . V Page 1 o AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 .. (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project# /1 Project Name (per plans) *1_r 10A-cL cal r-t'c -r-45 cJc. Project Address (legal) Architect H ±. i-i- - . Ô Engineer Report No. Building Permit No. Plan File Na. Govt. Contract No OSAor OSI-IPD # Contractor -' '4 _!) t1& Other INSPECTION CODE MATT SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 Concrete Cylinders - Rlnf.: Rebar Plan & Specs _. DSA P11 Cement - Rinf.: W.W.F. __________________________ Clearances Specialty P49 Mortar Samples - Rlnf.: Tendons ......... Positions Mechanical PlO Grout Samples Conc.: Mix #/psi - Sizes - Electrical P09 Masonry Prisms Conc.: Mix #/psi £1 /'t5'5 Laps - Roofing P17 -. Masonry Block Conc.: Mix #/psi / Future Continuity #Ipsi Concrete P12 Fireproofing - Grout: Mix #/psi S Consolidation Masonry P13 Units (block or brick) Mortar: Type/psi Mortar Batching Struct Steel P15 Asphaltic Concrete Units: Block . - Electrode Storage - Prestress Conc P14 ......i.... Rooting Units: Brick _______________________________ Torque Applied - Pile Driving. P16 Relnf. Steel - Steel - Fireproofing P47 - Sleet • - H.S. Boils - Waterproofing P48 H.S. Bolts Metal Decking - Non-Destructive P31 - Tendon (PT Strands) L.... - Electrodes Fireproofing Soils Technician P22 ._.. Other - Batch Plant P18 Other _____________ - Other - Corrective action required Bolt Pull-Out P33 - Other Corrections completed INSPECTION DATE: ---/ - 9 . CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the bUilding codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME ChL.- te '1__ INSPECTOR COMPANY I.D.NO. (Print Clearly) - - INSPECTOR SIGNATURE .2.,/, CERT.# 42 - 3 4 21'-t' DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. AE A/IERICkN ENGINEERING LABORATORIES __- San Diego Corona Modecto Yucca VBey Apple Valley SUMMARY OF COtvIPRESSION TEST RESULTS PROJECT NAME: !QA_ RLSBAD.CRQSSROADS AEL PROJECT- NUMBER- 11342 - - Material: : CONCRETE OSA #:A52004 FILE #:37-12 •' " Mix Design:: 6514 Specified Slump Inch : 4" S - Number Cast: 3 CLIENT NAME: ROEL CONSTRUcTION COMPANY SAMPLE LOCATION •• IN STRUCTURE: FLOOR SLAB BLDG. I LINE 2.5 B ULTIMATE COMPRESSIVE STHENGTH, RSL. TEST AGE: AEL. •, OThER LAB: DATE SLUMP 7 14 28 60 DESIGN NO. CAST INCHES •. DAY DAY - _DAY DAY DAY, PSI: 1491 3115190 .4" 1950 3180 2000 3180 Fmaic. . Reviewed by: .. Re port Distributkin: 54 ROELCONSTRUCTION COMPANY Patrick McGrath Laboratory Manager 0 AMERICAN ENGINEERING' LABORATORIES, INC. ' (619) 69&3730 S. , 'S • S • 7940 Arjons Drive, Suite A' San Diego, CA 92126 AEL AMELUCkN ENGINEERiNG LAEORKIOR[ES San.. Diego: Corona Modesto Yucca Valley SUMMARY OF COtVIPRESSION TEST 'RESULTS .. PROJECT NAME: CARLSBAD CROSSROADS: . . . S . AEL PROJECT . . . . NUMBER 11342 ' . ' 'Material: ' CONCRETE OSA#:A52004 FILE #:37-12 ' . Mix Design:: ' 6514 Specified Slump Inch.: 4" •' : ' , ' ' .', ' ' . Number Cast: '. . 3 CLIENT NAME: ' ROEL CONSTRUCTION COMPANY 'SAMPLE LOCATION •', . , " . :; . , . .• ' '. . . ' ' IN STRUCTURE: BLDG. J FLOOR SLAB LINE C(1-2) . ., ' '. . . ' ULTIMATE COMPRESSIVE STRENGTH, P.S TEST AGE: . AEL' ' . '. ' '. '. ''' '. . . •. OT1 LAB ,DATE SLUMP , . •'• ' . 7 ', 14 , 28 , 60 . DESIGN NO., 'CAST ' INCHES ' . '' ' DAY . . DAY ' DAY ' DAY DAY PSI: 1492 ?I15I90 5U ' . ' ' .•.. ', ' ,' 1870' . ': • 2900 •. ' , ' .2000 2940 * Revi8wed,by: ' ," ' • Report Distnbut&ia: 1I?&h4 1 1 e ROEL CONSTRUCTION COMPANY , Patrick McGrath Laboratory Manager ' ' ' . '••' . ' ' ' . 'AMERICAN ENGINEERING LABORATORIES, INC.- (619) 695-3730 7940 Arjoiis Drive, Suite A San Diego, CA 92126 - kEL k/LERICkN ENG[NEERLNG LBORALQ[ES San Diego Corona Modesto : Yucca. Valley Apple Valley SUMMkRY OF CO/tPRESSLON TEST RESULTS PROJECT NAME: GAHLSBAO CROSSROADS S AEL PROJECT S S NUMBER. 11342 Material: S GONCHETE OSA#:A52004 FILE #:37-12 S Mix Design:: 6514 5. 5 Specified Slump Inch S S Number Cast; 3 CLIENT NAME: ROEL CONSTRUCTION COMPANY S • S SAMPLE LOCATION S • •S S. IN STRUCTURE FOOTINGS SOUTH BLDG F SOUl H SIDE S S • •• S . S ULTIMATE COMPRESSIVE STRENGTH, p:si. 1ES1 AGE EL S S S OThEft S LAB DATE SLUMP S 14 28 60 DESIGN NO. CAST INCHES . S DAY DAY DAY DAY DAY PSI: 1573 3/16190 3" S 2120,'3250 2050 S S S • 55 5• 5 SS• 3180 S F\emaik. Reviewed by: 5. flepxt Dstributkin:. S S FIOELCONS1HUC1 ION COMPANY Patrick McGrath S S ' • S S S Laboratory Manager S S S • S AMERICAN ENGINEERING LABORATORIES, INC. S S S S (619)695-3730 SS • S • • •: SS S 7940 Arjons Drive, Suite A -San'Diego, CA 92126 ' . -. .., .. .. AEL kMERICkN ENGINEERING LkBORL&TORLES San Diego Corona Modesto Yucca Valley Apple Valley ; SUMMARY OF COMPRESSION TEST RESULTS PROJECT NAME CARLSBAD CROSSROADS AEL PROJECT NUMBER 11342 .. . . ..Material: . CONCRETE' OSA #:A52004 FILE #:37-12 . . Mix Design:: 6514 ..... . Specified .• . 'Slump Inch :. 4U . 'Number Cast: • 3 . CLIENT NAME: ROEL CONSTRUCTION COMPANY , •.• . . . ' SAMPLE LOCATION IN STRUCTURE:... . FOOTING-LINE B-8 BLDG. F. . . ..' . -. ULTIMATE COMPRESSIVE STRENGTH P.S.I. TEST AGE: AEL . '. . . . . . . . . OTHER: LAB . DATE SLUMP .: 7. . •-. 14 28. 60 . DESIGN:• No. CAST .. INCHES - . DAY .' DAY DAY DAY. DAY PSI: 1641 3/21/90 . 4' . - . 1870 : 2970 .12000 3000 -. .• . . • . . , •. . - Reviewed by: - . S . RdpartDlstributic~i: S ROEL CONSTRUCTION COMPANY Patrick McGrath . . S . . . ' . .• .' . Laboratory Manager • • •. .' . ;; . S • . . . . .. •' S . AMERICAN ENGINEERING LABORATORIES, INC. . .' . . . (619) 695-3730 • . ' . . S . . •. S • . . -. ' 7940 Arjons Drive, Suite A San Diego, CA 92126 'S .-. :j'- r'lJ. II1t 1 jr ) 1..) • S . - Ware & Ma*lcomb Arc h i tects, I n c. RICOH FAX 20 TRANSMITTAL - - FAX # (619)546-1062. TO: L9,44..PROJECT: 01-0 'DATE.- TIME: JOB #: PHONE #; FROM. TOTAL NO. OF PAGES -(INCLUDING THIS COVER SHEET): - REMARKS:. _J4LJI 11 IINL.L.IJl IJ I1I1 I .LII ) I.J • — caNfff Poor/ gi ot.4 I . ..I ±z %* 4 1+&Fzr up - ;& REMOVE N a' F JOT' RMOV I, xI'CR4)() • -•. -• — — — -- - . — — • — :....... • -- 1 • r._..__ __ . -.—•..-----.—_'---•.• — •-- 0 0 a f &t72 - LQ 7 QIJ ,°:.•_,:.. __ __'fl NAM I I I a, •' I I S I I 44L ___________ - 6125 Cornerstone Court, Suite 200 San Diego, CA 92121 619/546-1121 IHEP NINEE1%ING f , Page lof / AMERICAN ENGINEERING LABORATORIES, INC. p-79i0 Arjons Dr., Ste. A 0 350 S. Maple St., unit K 0 515 Galaxy way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 - (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project# /1 .c'b2 Report No, Project Narre (per plans) -/ £& 1. Project Address (legal) Z o L Arthitect_ Engineer Contractor. - Building Permit No. —( Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION CODE MATT SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST — OSHPD P11 Concrete Cylinders ..._-Rinf.: Rebar . —0—Plan & Specs OSA P11 Cement . Rint.: W.W.F. ____________________________ .n. Clearances — Specialty . P49 Mechanical P10 Mortar Samples Grout Samples Rinl.: Tendons _____________________________ ...A Conc.: Mix #/psi ~2./.32 Positions __________________________________ Sizes — Electrical P09 Masonry Prisms Conc.: Mix #/psi — Laps Rooting P17 Masonry Block Conc.: Mix #/psi — Future Continuity #/psi .....L.Concrete P12 Fireproofing Grout: Mix #/psi — Consolidation — Masonry P13 — Units (block or brick) — Mortar: Type/psi — Mortar Batching — Struct Steel P15 — Asphaltic Concrete ____..... ............. Units: Block _______________________________ ............. Electrode Storage — Prestress Conc P14 Roofing ........... Units: Brick _______________________________ ........L Torque Applied Pile Driving P16 Reinf. Steel — Steel Fireproofing P47 Sleet — H.S. Bolts Waterproofing P48 — H.S. Bolts . — Metal Decking — Non-Destructive P31 Tendon (PT Strands) — Electrodes — Soils Technician P22 Other . Fireproofing Corrective action required Batch Plant P18 Other ......_. Other _____________________________________ — Bolt Pull-Out P33 Other . .....L. Corrections completed INSPECTION DATE: 4 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, Specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME ± L—if/< INSPECTOR COMPANY I.D. NO. "'— (Print Clearly) INSPECTOR SIGNATURE Iiix4' t52tL,.> CERT. #_'?31'l1 '.Q DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on. weekdays. AL AMELUCkNENG[NEERING LABORATORIES San. Diego Coiona Modesto Yucca VaIJey Appl.e.Valley SUMiLkY. OF COiIPRESSLON TEST RESULTS PROJECT NAME: CARLSBAD CROSSROADS '. AEL PROJECT NUMBER 11342 ': Material: CONCHE1E Mix Design::. 6514 Specified Slump Inch' : : 4" Number Cast: 3 CLIENT NAME: ROEL CONSTRUCTION COMPANY ' SAMPLE LOCATION ' IN STRUCTURE: BLDG. J SLAB NW SECTION '. 0 ULTIMAFE COMPRESSIVE SIRENOTH,_P.5.1. - TEE;[ AGE: AE. OfliE\: LAB DATE SLUMP • 7 14 28 60 ' • DESIGN NO. CAST INCHES DAY' DAY DAY DAY DAY PSI: 1439 3/14/90 4 1/2" • • 1730 • 2940 • 2000 • , • 2870 fleviowd by: • • fl6 part Dstributkia: • • ROEL CONSTRUCTION COMPANY Patrick McGrath • • • • , • • • • Laboratory Manager ' ' , . ' '• ' , • • AMERICAN ENGINEERING LABORATORIES, INC. ' • ' •• . • •0 (619).695-3730-.•• • • ' 0 • • • •0 ' ' • 0 7940 Arjons Drive, Sthte A San Diego, CA 92.126 • • . • Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. o 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # /' / - 2_— Project Name (per plans) Q4.(L. I°AO ØZ%Q Project Address (legal) 2-1 2_Q I k'J2. W. Q.A Architect HCI sSjc.lAES Engineer Contractor Report No. Building Permit No. 3 Plan File No. Govt. Contract No. OSA or OSHPD #. Other ___________ INSPECTION CODE OSHPD P11 MAIL SAMPLING OTY !4_ Concrete Cylinders I.. MATERIAL DESCRIPTION Rinf.: Rebar 4Ao I. G C . INSPECTION CHECKLIST ._... Plan & Specs OSA P11 — Cement — Rift.: W.W.F. ______________________________ Clearances Specialty P49 Mortar Samples Rinf.: Tendons _____________________________ Positions — Mechanical PlO Grout Samples ..3C Conc.: Mix U/psi __________________ Sizes — Electrical P09 — Masonry Prisms Conc.: Mix #/psi Laps Roofing . P17 Masonry Block Conc.: Mix #/psi Future Continuity U/psi Concrete ,j.2.._ — Fireproofing ..._... Grout: Mix U/psi ..... Consolidation — Masonry . P13 Units (block or brick) — Mortar: Type/psi Mortar Batching Struct Steel P15 L Asphaltic Concrete _:_____ Units: Block — Electrode Storage Prestress Conc P14 Roofing Units: Brick Torque Applied — Pile Driving P16 Reint. Steel — Steel H.S. Boils — Fireproofing P47 Steel __. Waterproofing P48 — H.S. Bolts — Metal Decking Electrodes Non-Destructive P31 . — Tendon (PT Strands) — Soils Technician P22 — Other ____________ _L. Fireproofing Corrective action required — Batch Plant P18 Other -____________ Other . — Bolt Pull-Out P33 — Other ____________ Corrections completed INSPECTION DA - eur' F L4v.JIS ' A' ri-P-tJ "r" LtvJt r1aJ "8" - 21PA 2 ctJt1S tj , O IiiIII III CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME ('4 Ik-v1'J i .J (4-i L't' INSPECTOR COMPANY I.D. NO. (Print Clearly) . C- T3 INSPECTOR SIGNATURE f—.-2'Z CERT. # ' 64 'J DATE MA4Z-4_fl - '2 I '10 NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . Page 1 of _____ AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350 S. MapleSt., Unit K 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego CA 92126 . - Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project# 7 —I ---- Project Name (per plans) O cOSSZOO Project Address (IegaI) 2.'720 L'&i.R A-t.-. v.1. (2Li4C) CA Architect -4 C ASS oci A-'c3 Engineer Contractor pL Cecr C0 Report No. Building Permit No. 9o- '3I in -311 Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION CODE MAT'L SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 .. Concrete Cylinders Cot.' .... Rinf.: Rebar (4)Fk Cq g _4. Plan & Specs USA ,. P11 - Cement ..L............. - Rinf.: W.W.F. Clearances - Specialty 049 Mortar Samples - Rinf.: Tendons Positions - Mechanical P10 Grout Samples _. Conc.: Mix #/psi Sizes Electrical P09 Masonry Prisms Conc.: Mix #/psi Laps - Roofing P17 Masonry Block - Conc.: Mix #/psl ___________________________ Future Continuity #Ipsi Concrete . E12 - Fireproofing - Grout: Mix #/psi __________________________ Consolidation Masonry P13 - Units (block or brick) '................. Mortar: Type/psi Mortar Batching Struct Steel P15 Asphaltic Concrete Units: Block Electrode Storage - Prestress Conc P14 - Roofing - Units: Brick _______________________________ Torque Applied - Pile Driving P16 - Relnf. Steel - Steel Fireproofing P47 Steel - H.S. Bolts Waterproofing P48 H.S. Bolts - Metal Decking - Non-Destructive P31 Tendon (PT Strands) - Electrodes - Soils Technician P22 _._... Other :____ - Fireproofing .__ Corrective action required - Batch Plant P18 - Other . - Other - Bolt Pull-Out P33 - Other ___. Corrections completed INSPECTION DATE: AP-c-%4 23 "s" -rJü 'i'" ti--a.*J"N"Aj- L1)(s1Uft S. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with the building Codes. This report covers the locations of the work inspected only and does not constitute plans, specifications and applicable sections of ring opinion or project control. INSPECTOR NAME 7\4A-O"-J tJ I4tL1 INSPECTOR COMPANY I D NO (Print Clearly) .: . . c. INSPECTOR SIGNATURE cA-.'S.Af1 i4-...Qi CERT. # 2c,8o 19 64-1 DATE AA-Lct-U. 23 c, NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Building 'Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other Project Name (per plans) ( Project A Architect Engineer Contractor i24 Pagelof I AMERICAN ENGINEERING LABORATORIES, INC. 0-19-40 Arjons Dr., Ste. A iD 356S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 . (714) 2724230 (209) 576-0813 (619) 228-1754 (619) 247-8445 ; INSPECTION REPORT • Proiect'# \ . Report No. INSPECTION CODE MATT SAMPLING CITY . MATERIAL DESCRIPTION INSPECTION CHECKLIST - OSHPD P11 ._...Qpncrete Cylinders ...L. 'inf.: Rebar ___________________________ _lan & Specs - OSA P11 - Cement •....L - Rinf.: W.W.F. —.-'Clearances - Specialty P49 ............ Mortar Samples .....L..._L Rlnf.: Tendons Positions - Mechanical PlO - Grout .Samples .Conc.: Mix #/psi t.S'/'I2 O.CJ ."izes - Electrical P09 - Masonry Prisms _. Conc.: Mix #/psl Laps - Roofing : P17 L..... Masonry Block , ._ Conc.: Mix #/psi __________________________ Future Continuity #/psi &. Concrete P12 - Fireproofing • _.......L __..... Grout: Mix #/psl - Consolidation Masonry - P13 Units (block or brick) ...LLJ - Mortar: Type/psi - Mortar Batching Struct Steel - P15 - Asphaltic Concrete ______ . _:__ Units: Block Electrode Storage - Prestress Conc P14 Rooting - - Units: Brick - Torque Applied - PiteDriving P16 Relnf. Steel . - Steel - Fireproofing : P47 Steel - H.S. Bolts - Waterproofing P48 __. H.S. Bolts ...___ - Metal Decking - Non-Destructive P31 - Tendon (PT Strands) ................. - Electrodes - Soils Technician P22 - Other __.... Fireproofing ............... Corrective action required Batch Plant • . P18 :._....z Other Other - Bolt Pull-Out ' P33 - Other _____________ '° S - Corrections completed CERTIFICATION OF COMPLIANCE: All of the reported work: unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the Work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME L4 d1 aii/' INSPECTOR COMPANY I.D. NO. (Print clearly) V. •I f :' . INSPECTOR SIGNATURE CERT. # ? ,Y 17/2<2 DATE 3 ' NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays.- Page lof I AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 ' Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # I - - LIZ. Report No. Project Name( per plans) ' 212.c5.sQ,&bj, , Building Permit No. 0 3 i if Project Address (legal) "2 7'Z : Plan File No. Architect if C-4 '!4$$ot., S Govt. Contract No., Engineer -__' OSA or OSHPD # Contractor . . Other INSPECTiON CODE MAT'L SAMPLING CITY MATERIAL DESCRIPTION INSPECTION CHECKLIST - OSHPD. P11 - Concrete Cylinders Rift.: Rebar Plait & Specs. OSA P11 Cement Rinf.: W.W.F. Clearances Specialty P49 - Mortar Samples .L......... Rint.: Tendons _____________________________ Positions Mechanical PlO ____ Grout Samples .................... - Conc.: Mix 4/psi Sizes - Electrical P09 ,...___ Masonry Prisms Conc.: Mix 4/psi Laps - Roofing P17 ..,........ Masonry Block , Conc.: Mix 4/psi - - Future Continuity 4/psi ,,.,.Concrete F12 _ Fireproofing ' ......... Grout: Mix 4/psi __..... Conotidalion Masànry P13 - Units (block or brick) .......L. Mortar: Type/psi ._ Mortar Batching - Struct Steel ' P15 - Asphaltic Concrete - Units: Block Electrode Storage - - - — Prestress Conc P14 Roofing - Units: Brick Torquc Applied Pile Driving P16 - Reint. Steel Steel H.S. Bolts - Fireproofing P47 -- Steel Waterproofing P48 - H.S. Bolts - Metal Decking Electrodes - Non-Destructive P31 - Tendon (PT Strands) Soils Technician P22 Other - Fireproofing Corrective action required Batch Plant P18 Other _____________ Other - Bolt Putt-Out P33 - Other Corrections completed INSPECTION DATE: CERTIFICATION OF COMPLIANCE: Allot the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME ,444 INSPECTOR COMPANY I D NO 7 LI if INSPECTOR SIGNATURE 'r74'(tt&,L L_A_eq'Y-...._,. CERT. If '../4. Ltb3 DATE ? Z-21 A 40 NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all Cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. , . - •. Page lof / AMERICAN ENGINEERING LABORATORIES, INC. "110 Arjons Dr., Ste.' A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 ' Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 . (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # Project Name.(per plans) )4. Lu_cL dr Project Address (legal) -'aO 2-Jip-. i_ _LLLf cti/:; L-4. Architect Engineer. ' . Contractor 42.6(0 INSPECTION - OSHPD CODE P11 MATT SAMPLING : JL ,Concrete Cylinders OTY MATERIAL DESCRIPTION Rebar INSPECTION CHECKLIST ..'lan & Specs OSA ' . P11 Cement 'L....._• - Rint.: W.W.F. ....Ciearances Specially Mechanical . P49 PlO Mortar Samples Grout Samples - Flint.: Tendons - Conc.: Mix #/psl _~,'/"L-2L ... Positions ...Sizes Electrical P09 __.. Masonry Prisms ..___. ..._... Conc- Mix #/psl Rooting . P17 - Masonry Block - Conc.: Mix #/psl Future Continuity #/psi .. Concrete ' P12 - Fireproofing ' - Grout: Mix #/psl __________________________ Consolidation - Masonry , P13 - Units (block or brick) ......_...j - Mortar: Type/psi Mortar Batching - Struct Steel P15 - Asphaltic Concrete Units: Block . Electrode Storage Prestress Conc P14 - Roofing - Units: Brick Torque Applied - Pile Driving P16 - Reint. Steel - Steel H.S. Boils - Fireproofing P47 - Steel .....................s - Waterproofing P48 H.S. Bolts . .___..... - Metal Decking Non-Destructive P31 - Tendon (PT Strands) ..._L.. ............ Electrodes Fireproofing - Soils Technician P22 Other - Corrective action required Batch Plant P18 Other .....L.......... Other - Boll Pull-Out P33 - Other - Corrections completed W _A-4W15 - VMV_ M.' 1.._ I . . I .. •'4L. OW-1 4 . I CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME _J1_d_V)4.. INSPECTOR COMPANY I.D. NO. . . (Print Clearly) .. * /Sh2 INSPECTOR SIGNATURE (_1ht_L._4' CERT. # 'T2//_P' DATE NOTE:' Inspections based on 4 hour minimum, '8 hour minimum* after '4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays.-.!. . . . .... ...., . Report No. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other - - AEL AMERICAN ENGINEERING LABORATORIES I San Diego Corona Modesto Yucca Valley Apple Valley SUMMARY OP COMPRESSION TEST RESULTS PROJECT NAME: CARLSBAD CROSSROADS " 0 AEL PROJECT . NUMBER 11342 • Material: CONCRETE S : Mix Design:': 6-514 Specified Slump Inch :. 4Aw Number Cast:, 3 CLIENT NAME ROEL CONSTRUCTION COMPANY SAMPLE LOCATION IN STRUCTURE BLDG.! NW CORNER WALL FOOTING" ULTIMATE COMPRESSIVE STRENGTH P.S.I. TEST AGE PEL. * " OThER LAB DATE SLUMP ' ' '7 .. .14 28 60 DESIGN NO. CAST INCHES .' DAY , DAY ' DAY DAY DAY. PSI: 1.230 3/5/90 4 112" -', " 1770 3250 ' ', 2000 3280 Reviewed by - -- Report Dstrtbutton .5. ROEL CONSTRUCTION COMPANY j4 tZf HCH & ASSOC Patrick McGrath ' Laboratory Manager 'AMERICAN ENGINEERING LABORATORIES, INC.' ' •• , ' , ' .(619)695-3730 ,. 7940 Arjons Drive, Suite A San Diego, CA 92126' 5 0• ' •' i. ,, 0 , • S - 0 • 'S , • V.. AEL -- AMERICAN ENGINEERING LABORATORIES San Diego Corona Modesto Yucca Valley Apple Valley .,SUMMARY OF. COMPRESSION TEST RESULTS.: ' PROJECT NAME CARLSBAD CROSSROADS AEL PROJECT NUMBER 11342 Material CONCRETE Mix Design 6-514 - Specified -. - Slump Inch : 4" •- 4 Number Cast 3 CLIENT NAME: ROEL CONSTRUCTION COMPANY. SAMPLE LOCATION IA IN STRUCTURE BLDG J SOUTH FOOTING (WALL) 4 ULTIMATE COMPRESSIVE STRENGTH, P.S.L. 4 TEST AGE AEL OTHER. LAB . DATE SLUMP 7 '. 14 28 60 - DESIGN NO. CAST -INCHES*-".DAYt DAY DAY DAY DAY PSI: 1231 3/5/90 43/4" 1590 29701 2000 - - 3000 S -. ;- Remwkv.:• . - -, -. . - Reviewed by ' - Report Dstdbutiorr: - - ROEL CONSTRUCTION COMPANY - - -. Ja4 HCH & ASSOC - Patrick McGrath Laboratory. Manager I "AMERICAN ENGINEERING LABORATORIES, INC e. (619) 695-3730 7940 Ai:jons Drive, Suite A San Diego, CA 92126 Page lof / AMERICAN ENGINEERING LABORATORIES, INC. ,"1I40 Arjons Dr., Ste. A 0 350 S. Maple St., Unit 1< 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project!! Project Name (per p1 Project Address (leg Architect Report No. Building Permit No. Plan File No. Govt. Contract No. Engineer OSA or OSHPD 4 Contractor 1L0- I . , . Other INSPECTION CODE OSHPD. P11 MAT'L SAMPLING DIV. .'Concrete Cylinders ..,.3... MATERIAL DESCRIPTION Rebar INSPECTION CHECKLIST Plait& Specs - OSA P11 Cement - Rinl.: W.W.F. Clearances Specialty P49 Mechanical . PlO - Mortar Samples - Grout Samples Flint.: Tendons _____________________________ ...X. Conc.: Mix #ipsi _4~3 .s'/Y/: z~ ..,"ositions - Electrical P09 Masonry Prisms .................... Conc.: Mix 4/psi Taps Rooting P17 Maso'iry Block - Conc.: Mix 4/psi ___________________________ Future Continuity 4/psi - F12 - Fireproofing - Grout: Mix 4/psi ___________________________ Consolidation Masonry P13 - Units (block or brick) . Mortar: Type/psi Mortar Batching Slrucl Sleet P15 . Asphaltic Concrete .................. Units: Block _______________________________ Electrode Storage Prestress Conc Conc P14 - Rooting ..............__ Units: Brick _______________________________ . Torquc Applied Pile Driving P16 Reinl. Steel Steel Fireproofing P47 -- Steel -- H.S. Bolts Waterproofing •. P48 H.S. Boils - Metal Decking Non-Destructive P31 .......... Tendon (PT Strands) Electrodes Fireproofing Soils Technician P22 ........... Other ..._.... - Corrective action required Batch Plant P18 Other Other _____________________________________ - Bolt Pull-Out P33 Other ______________________________________ Corrections completed CERTIFICATION OF COMPLIANCE: All of the reported Work, Unless otherwise noted, Complies With approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME (Jit / . INSPECTOR COMPANY I.D. NO. ( i i (Print clearly) INSPECTOR S16NATURE 2.,A 5De" CERT.# ç"' 2 DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective-on Saturday and after 3:30 p.m. on weekdays. 7dZ INSPECTION DATE: Page lof AMERICAN ENGINEERING LABORATORIES, ;INC. Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 . Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Prnip.ct M J j' - --. - - tiepon INO. Project Name (per plans) j Project Address (legal) .2o LeJr e- Architect Engineer Contractor irj l4-&iLdt__ Building Permit No. I ' I Plan File No. Govt. Contract No. OSAorOSHPD# Other INSPECTION CODE MAT 'L SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD. P11 ,_Concrete Cylinders ..3. ..S.Rinf.: Rebar ___________________________ .—!!0—"Plan & Specs - USA P11 Specially P49 Mechanical P0 Electrical P09 - Cement __.. Mortar Samples __. - Grout Samples - Masonry Prisms - Rint.: W.W.F. ______________________________ Rinf.: Tendons __. Conc.: Mix fl/psi fo Conc.: Mix fl/psi .."Clearances ."Positions Sizes Rooting . P17 - Masoiry Block Conc.: Mix fl/psi .......... Future Continuity fl/psi Concrete F12 Fireproofing . Grout: Mix fl/psi _ton3olidalioIl - Masànry . P13 - Units (block or brick) Mortar: Type/psi Mortar Batching Struct Steel .P15 Asphaltic Concrete Units: Block Electrode Storage Prestress Conc P14 Rooting Units: Brick _____________________________ -- Torquc Applied Pile Driving P16 - Reint. Steel -- __. Steel - H.S. Bolts Fireproofing P47 -- Steel _._ Waterproofing P48 H.S. Bolts - Metal Decking Non-Destructive P31 Tendon (PT Strands) ._ Electrodes - Fireproofing — Soils Technician P22 Other - Corrective action required Batch Plant P18 Other ___________ ...._............ Other Bolt Putt-Oat P33 - Other _____________ Corrections completed CERTIFICATION OF COMPLIANCE: All of the reported work, tnless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME (Print Clearly) Eit)I4' . INSPECTOR COMPANY I.D. NO. 9 - INSPECTOR SIGNATURE cJ/1 J\hd _ -Ji4 CERT. # 25/ DATE 3'-g;- 7 NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . . Project # / - Page lof, / AMERICAN ENGINEERING LABORATORIES, INC. Arjons Or., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714)272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Report No. Project Name (per plans) '_-(-V( kJ C Building Permit No. 7O 1/b Project Address (legal) 4e ' J Plan File No. Architect H Govt. Contract No. Engineer OSA or OSHPD # Contractor l2t' -b1(4 Other INSPECTION . CODE OSHPD. P11 MAIL SAMPLING OTY - Concrete Cylinders MATERIAL DESCRIPTION .-Rinf.: Rebar . INSPECTION CHECKLIST .Liaui & Specs - OSA . P11 - Cement - Rint.: W.W.F. . ....,'Clearances Specialty P49 . Mortar Samples - Rini.: Tendons . Positions Mechanical PlO Grout Samples Conc.: Mix Il/psi ............................. ...z1 Sizes Electrical P09 Masonry Prisms .................... Conc.: Mix Il/psi ' ._Laps - Roofing . P17 Maso'iry Block Conc.: Mix Il/psi Future Continuity Il/psi 'k—Concrete F12 Fireproofing ....,,,,., Grout: Mix #/psi , Con3olidalion Masonry P13 Units (block or brick) - Mortar: Type/psi Mortar Batching Struct Steel P15 Asphaltic Concrete' .................... Units: Block _____________________________- Electrode Storage - Prestress Conc P14 Roofing - -- Units: Brick . Torquc Applied Pile Driving P16 Reint. Steel .__. Sleet . Fireproofing -- Steel H.S. Bolts . Waterproofing P48 H.S. Bolts - Metal Decking - Non-Destructive P31 Tendon (PT Strands) - Electrodes Soils Technician P22 Other -_________ .....,.,. Fireproofing - - Corrective aclionrequired Batch Plant ., P18 __... Other Other . . Bolt Pull-Out P33 . - Other Corrections completed INSPECTION ZIt: CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME (Print Clearly) INSPECTOR COMPANY I.D. NO. 4) ( INSPECTOR SIGNATURE ..Lr - CERT. ii f9 _2,/-'/ U DATE 4S- 9ZS NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . Project A Architect Engineer &)gT7 ve(A21g Contractor /ë'€kZ Page lof I' AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Cit. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project# ft Project Name (per plans) c1SZ 77_ Report No. ____________________________ Building —Ot Plan File o. Govt. Contract No. OSAorOSHPD# Other INSPECTION CODE - OSHPD P11 MATT SAMPLING OTY Concrete Cylinders ' MATERIAL DESCRIPTION - Rift.: Rebar INSPECTION CHECKLIST ..1X Plan & Specs GSA P11 - Cement ._. Rinf.: W.W.F. Clearances Specialty P49 Mortar Samples - Rini.: Tendons - Positions Mechanical PlO - Grout Samples Conc.: Mix #/psi i.75i' '........... Sizes Electrical P09 - Masonry Prisms - Conc.: Mix #/psi Laps Rooting P17 ...X"Concrete P12 - Masonry Block - Fireproofing - Conc.: Mix a/psi Grout: Mix #/psi ___________________________ - Future Continuity #/psi Consolidation Masonry P13 - Units (block or brick) - Mortar: Type/psi - Mortar Batching - Struct Steel P15 - Asphaltic Concrete - Units: Block - Electrode Storage Prestress Conc P14 - Rooting Units: Brick _____________________________ Torque Applied Pile Driving P16 - Reini. Steel - Sleet H.S. Bolts - Fireproofing P47 - Steel Metal Decking Waterproofing P48 H.S. Bolts Electrodes - Non-Destructive P31 - Tendon (PT Strands) - Fireproofing -Soils Technician P22 - Other - Corrective action required Batch Plant P18 Other - Other Bolt Pull-Out P33 Other - Corrections completed INSPECTION DATE: CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME 2 t,4$ (T t()///73O4I INSPECTOR COMPANY I.D. NO. /'t'.D / rint Clearly) INSPECTOR SlGNATUR41 - CE RI. # /217S' DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on Weekdays. - Page of 1 AMERICAN ENGINEERING LABORATORIES INC. .0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 . (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project ii Project Name (per plans) lI4/4?#45i 2(c,7,4zà.r Project Address (legal) 234/ 'E?i/E_ _ ,-q) Architect 14Zcse0 Engineer Contractor Report No. Building Permit No.9 '3"/ Plan File No. Govt. Contract No. OSAorOSHPD# Other INSPECTION CODE - OSHPD. P11 MAIL SAMPLING - DIV _tcrete Cylinders MATERIAL DESCRIPTION - _it Rebar 6066 64D . INSPECTION CHECKLIST .iaui & Specs - OSA P11 - Specialty P49 Mechanical PlO - Cement. . —.Mortar Samples - Grout Samples - Flint.: W.W.F. _ _...._ Rint.: Tendons _____________________________ snc.: Mix #/psi tiarances jtions es - Electrical • P09 Masonry Prisms - Conc.: Mix #/psi P17 Z Roofng . Masoiry Block - Conc.: Mix #/psi . __. Futuce Continuity #/psi - - Concrete . P12 - Fireproofing Grout: Mix #/psi ___________________________ ....onsolidalion - Masànry P13 - Units (block or brick) Mortar: Type/psi - Mortar Batching Struct Steel P15 - Prestress Conc P14 - Asphaltic Concrete Rooting - Units: Block _______________________________ Units: Brick _______________________________ -- Electrode Storage - - •._. . - -- Torque Applied Pile Driving P16 - Reint. Steel Steel -Fireproofing P47 -- Steel H.S. Bolts Waterproofing P48 _ H.S. Bolts Metal Decking . - Non-Destructive P31 _ Tendon (PT Strands) Electrodes Soils Technician . P22 Other _________ Fireproofing -. Batch Plant P18 _. Other ____________ - Other . - Corrective action required - Bolt Pull-Out 33 Other Corrections completed . INSPECTION DATE: CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building Codes. This report cover he locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME INSPECTOR COMPANY I.D. NO. INSPECTOR SIGNATURE _ - CERT. # c?'7 J. 7 DATE NOTE: Inspections based on urn, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. W Page 1 of AMERICAN 'ENGINEERING LABORATORIES, INC. D 7940 Arjnns Dr.. Ste. A 0 350 S. Maple St., (11111 K I] 515 Galaxy Way [1 58945 RosIness Ch. Or., Unit A 1.1 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yu,cr.a Valley, CA 92284 . Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # ._ Project Name (per plans) - - .'LS........................- Project Address (legal) _2_TLD ......L-0..:;)E.-! Architect .S.TT. - ...... DC.. _..,-..-.-.--.--- Engineer Contractor ....... .. Report No. .......' ................... Building Permit No. Plan File No. .......... ........ Govt. Contract No. ...... OSAorOSHPDll......__._.. Other .... - ...............- ............_.------------ INSPECTION CODE MATT SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD ' P11 & Specs....,.-..,.................. OSA . Pit '_......Ceinenl flint.: WWF........................ iranr,es Specialty P49 Mortar Samples furl.: tritiloirs ''1ilioils ... Mechanical PlO fioirt .Saruiplos Rehar5.........csO ....Plaii v"Conu: Mix nips6514120 0 ' .Electrical . P09' - Concrete Cylinders ..Vnl.: Masonry Pilsiris Conc.: Mix #/psl Laps .,. Rooting . P17 Coiic.: Mix H/psi .. Future Continuity H/psi ... "_Concrete Pt? Fireproollng Girrirt: Mix H/psI V"orrsolldaliori . . . - Masonry P13 ... Masonry Block .... .._._ Units (block or brick) Mortar Batching .............................. -- Struck Steel P15 ._ Aspliallic Concrete - ... Units: Block ....' ........- ...._ ................Electiode Storage . ...... ................ Prestress Conc P14 Rooting Torque Applied .............- .................. .........Pile Driving P16 - Fireproofing P47 Sleet .., -. . Units: Brick .... _.._ ......._._ ....................._. ........................- ......- ................. .... H.S. Bolts. ...__._.._...._ ........................... ... .........................-- ....... - Waterproofing ' P48 - H.S. Boils Mortar: Type/psi ............................ ............ - Non-Destructive P31 ...........Relnt.Steel .......Sleet -- Tendon (PT Strands) .._...._ -. -. Electrodes.................. .......... .. ._ .......................- ..........._ ........- .... - -- Soils Technician P22 Metal Decking .................... .................. --------- - ....._ .............-..---.- .... Batch Plant P18 . .__. Other ._ ..........- .............Fireprooting ..._..:. ..... ......__ ......................_._•...._. Other .............................. Corrective action required.. ..... .... - Boll Pull-Out .P33 - Other _... ........_ ........... OIlier __. Correclions completed ____t....._.. INSPECTION DATE:'-T C) L. el CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only ajid does not constitute engineering opinion or project control. iNSPECTOR NAME _ INSPECTOR COMPANY I.D. NO. Print Clearly) ' INSPECTOR SIGNATURE CERT. N _5 DATE _____ NOTE: Inspections based on 4 h r mi m, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. P age of AMERICAN ENGINEERING LABORATORIES, INC. i:.i 7940 Allan Di., Ste: A 0 350 S. Maple St., (hut K II 515 Galaxy Way Ii 58915 fluusiness Cli. Dr., Uruil A Ii 13811 John Glenn Rd., Ste. C Sail Diego, CA 97126 Cououua, CA 91720 Modesto. CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3130 (714) 272-4230 (709) 576.0813 IF, 19) 228.1751 (619) 247-8445 INSPECTION REPORT LAW Project #.__._... .................................... Project Name (per plans) . Project Address(IegaI)...l?: 11i rchltect .. - ............- : Engineer ... ontractor _....... ............................- ... ................- flopoit No. . Building Permit No. . -- Plan File No....................................... Govt. Contract No .........- ......... ... ....... OSAorOSHPDll ..................- ........- Other -.--.--.--..-.- INSPECTION CODE MAR SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CIIECKLISI - OSHPD Pit . Concrete Cytiuudeus ..tO vliiuut.: fleha,/kt' . cif- iiauu & Specs OSA P11 Ceuuuouui 1)111.: W W F Tlainnr.es Specially P49 Mm Ia' iiuuiuui?flR Il!iit txiuiiiiitR iIttllilS Mecluauitcal PlO flurnil Saiuupdn vinuir: Mx fl/uis,5I ..-. Electrical P09 MOsu,uuuy Puisuuu . Colic.: Mix fluSh . Laps Roofing P17 Coutc.: Mix fl/list ruititie Cnnuiiiuuity fl/pci ..:oncrete P12 Fireproouuup Giant: Mix fl/psi buisntiitauiouu - Masonry P13 .... Wills (block or buick) . mollar Type/list M01 111 tlaiciuiiiui . . Struci Sleet P15 ... .. Masouuuy Block ...... Elect' ode Stouage - Prestress Conc P14 ._ Rooting Units (hick unuuiiin Applied .. - -- Pile Driving . P16 ._.. Asphaltic Concrete ......Units: Block .....................- Steel ....................... . — Ftreproofiuig P47 - Reint. Steel ........... ... Sleet tl.S. Bolts - .................. . . Wateuproofing P48 H.S. Bolts .. Metal Decking . .. . - Non-Destructive P31 .................... - Soils Technician P22 Oilier ................... Batch Plant PlO Tendon (pr Strands) ._ ........Electioules . - Fiuepiootiuig ...........•. ... ............... . . . action ueqidied ...................... ...._.._Ooit Pull-Out P33 Oilier .......................011uei ........Ottuer .. .... -. ..................................Collective _.._.._.._...... .......--------- .........._Courecihouuscounpteled._....................... -- SPECTION DATE: - Lb I' RTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of e building codes. This report covers the locations of the work inspected only aud does not constitute engineering opini o n o r p r o j e c t c o n t r o l . SPECTOR NAME - INSPECTOR COMPANY P.O. NO. _._. Puiuut Cleauly) SPECTOR SIGNATURE . CERT. # DATE -. OlE: Inspections based o?4Vh mi in, 8 hour minimum alter 4 hours, 2 hour minimum for all cancellations. Overtime effective on Salnrday and aft e r :30 p.m. on weekdays. Page of AMERICAN ENGINEERING LABORATORIES, INC I] 7940Arjoiis Dr., Sie. A Ci 350 S. Maple Si., hull K Il 515 Galaxy Way 1.1 58945 IltisInecs Ch. Di., Will A Ii 13641 John Glenn Rd. Ste. C Sari Diego, CA 92126 Corona, CA 91721) Modesto, CA 95356 Yucca ,Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 5760813 (619) 228.1754 . (619) 247.8445 INSPECTION REPORT rojecl#_. ........... roject Name (per plans) roject Address (legal) rchllect _ - ............................ ........ ugineer UQ J3 ........... i_•__._.............- ....... ontreclor i... .._._ ........- ........- .......................-...-.. floport No. BuildIng Permit No. . .- . i... Plan File Not ............. . --- Govt. Contract No...................- OSA or OSIIPI) H .. Other ........ --------- I NSPECTION CODE MAIL SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSIIPO P11 .L... Concrete Cylinders .. V1iiuL: neira' .O Plan P. Specs BSA Pit . Ceunniul . ,. flint.: W w.r. . . Specialty P49 M11111:11 xuutulex hint Inuuihninie . Mechanical PlO (iloill SaniutuinO vCiuuui: Mix #iie5I4 000 rc -. Electrical P09 . Maconly. Prlsuuus . Conic..: Mix fl/tush talus Rooting P17 Masonry Block Colic.: Mix #ipsi rifle Cniuhiuiuuily fi/jusi :T'oncreto Pt? lllelnoullulg . Grout: Mix fl/m.d Masonry . P13 Units (block or truck) . . .. Mnutai: type/psi . Mon iau Aalciniuug . Struct Steel P15 Aspluallic Concrete (hulls: Block Electrode Storage . .... Prestress Conc P14 Rooting units, BrIck .......- Ifliuhule Aiulilled - Pile Driving - . P16 - Fireproofing P47 flelnl. Steel . ...Steel Sleet - H.S. Dolts ............. . Waterproofing P48 ItS. Rolls I .. Metal Decking . Non-DestructIve P31 Tendon (P1 Strands) ._ Electrodes ................ .......- -- Soils Technician P22 ........................ - Collective - Batch Plant - P18 __. Other - ..................Fluepionliuiq Cuuiecilve aclioun required ...........- - Boll Pull-Out P33 OIlier - ....................(Illier .. Other ...... Corrections compleled ................ .... - ISPECTION DATE: 3 - (4 —O J4 c—r€2 Ln .s - _1:_.t:.. .... ----------------..--------:.... RTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of building codes. This reprt covers the locations of (lie work inspected only auddoes not constitute engineering 01)1111011 or project conirol. PECTOR NAME Ek - INSPECTOR COMPANY I.D. NO. . - ......... . .......... Print Clearly PECTOR SIGNATURE . .. .. CERT. ft - ............ ..............DAlE -- JTE: Inspections based 30p.m. n weekdays.on 4 Qr3lninfn 8 hour minimum after 4 hours 2 hour minimum for all cancellations Overtime effective on Saturd a y a n d a l t e r Page 1of AMERICAN ENGINEERING LABORATORIES, INC 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 'Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 , (619),247-8445 INSPECTION REPORT Project # Report No. Project Name (per plans) Project Address (legal) Architect Engineer 1/ Contractor Building Permit No. 9e02 95' '7'• - )Plan File No. Govt. Contract No. OSAorOSHPD# Other INSPECTION CODE MATT SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 ....±"Concrete Cylinders _.._ - Rinf.: Rebar . Plan & Specs - OSA P11 Cement ___.... Rinf.: W.W.F. ____________________________ - Clearances Specialty P49 Mortar Samples - Rinf.: Tendons j Positions Mechanical PlO - Grout Samples ...L............ Mix Sizes - Electrical P09 - Masonry Prisms - Conc.: Mix #/psi I - laps Roofing - P17 .............. Masonry Block __... Conc.: Mix #/psi - Future Continuity fl/psi P12 Fireproofing - Grout: Mix #/psi - Masonry P13 Units (block or brick) .......L. Mortar: Type/psi . Mortar Batching Struct Steel P15 Asphaltic Concrete Units: Block Electrode Storage Prestress Conc P14 Roofing Units: Brick Torque Applied Pile Driving P16 Reinf. Steel Steel Fireproofing P47 . Sleet -. H.S. Bolts - Waterproofing P48 H.S. Bolts - Metal Decking : Electrodes Non-Destructive P31 Tendon (PT Strands) Soils Technician P22: Other ____________ Fireproofing Corrective action-required Batch Plant P18 Other -____________ ........L..... - Other S Bolt Pull-Out P33 - Other ____________ __________________________________________ Corrections completed - INSPECTION DATE: 27 / 70 e / -__ CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This repo • ers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME • —i' INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE CERT.-77 DATE NOTE: Inspections based o 4 our inimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. , Page of AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Or., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # — Project Name (per plans) '- dI" Project Address (legal) _2732, t2X_. G I Architect Engineer Contractor Report No. Building Permit No. 9o_. Plan File No. Govt. Contract No OSA or OSHPD # Other INSPECTION CODE MAIL SAMPLING OTY MATERIAL DESCRIPTION - INSPECTION CHECKLIST OSHPD 'N P11 .."Encrete Cylinders - Rinf.: Rebar . . Plan & Specs - OSA P11 Cement __..._ Rinf.: W.W.F. ____________________________ - Clearances Specialty P49 Mortar Samples Rinf.j..]dons Positions Mechanical PlO - Grout Samples _!Conc.: Mix Sizes Electrical P09 - Masonry Prisms Conc.: Mix #/psi Laps ng P17 Masonry Block Conc.: Mix #/psi ___________________________ Future Continuity #/psi Concrete P12 - Fireproofing - Grout: Mix #/psi ..kCiiliation Masonry P13 - Units (block or brick) Mortar: Type/psi Mortar Batching Struct Sleet P15 Asphaltic Concrete .............L... Units: Block _______________________________ - Electrode Storage Prestress Conc P14 Rooting Units: Brick . Torque Applied - Pile Driving P16 Reinf. Steel - Steel H.S. Bolts Fireproofing P47 - Sleet ...................... Waterproofing P48 H.S. Bolts ............. Metal Decking Electrodes - Non-Destructive P31 Tendon (PT Strands) - Soils Technician P22 Other - Fireproofing Corrective action required Batch Plant P18 Other -____________ Other _____________________________________ Boll Putt-Out P33 Other ____________ __________________________________________ Corrections completed INSP.ECTION DATE: CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes This report covers the locations of the work inspected only and does not constitute engineering opinion or project Control. INSPECTOR NAME ,AE- 11tJ INSPECTOR COMPANY I.D. NO. Zre__ tntClearly) INSPECTOR SIGNATURE CERT. # DATE - NOTE: Inspections based onVhrmi mum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Page3of AMERICAN ENGINEERING LABORATORIES, INC. o 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 . Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project# Project Name (per plans) Project Address (legal) ,273 4t.'1 L4j'.7 Architect /?-2i4' /9 Engineer ie .tT7 Contractor Report No. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # - Other INSPECTION CODE OSHPD P11 MATT SAMPLING DIV - Concrete Cylinders MATERIAL DESCRIPTION ....."ifTtebar 4,14tkif5 ic INSPECTION CHECKLIST Specs - OSA P11 Cement - Rift.: W.W.F. ____________________________ .....'iearances Specialty P49 Mechanical PlO Mortar Samples Grout Samples Rift. Tendons J Mix ___________________________ _____________________________________ Electrical P09 Masonry Prisms .........___ - Conc.: Mix #/psl _t ' Roofing P17 - Masonry Block Conc.: Mix #/psi Future Continuity #/psi ...k"ncrete ' P12 - Fireproofing Grout: Mix #/psi olidation Masonry P13 - Units (block or brick) Mortar: Type/psi - Mortar Batching Struct Steel P15 Asphaltic Concrete Units: Block Electrode Storage Prestress Conc P14 Rooting Units: Brick Torque Applied Pile Driving P16 Reint. Steel Steel Fireproofing P47 Steel - H.S. Bolts Waterproofing P48 H.S. Bolts Metal Decking - Non-Destructive P31 - Tendon (PT Strands) - Electrodes Soils Technician P22 Other - Fireproofing - Corrective action required Batch Plant P18 - Other -____________ Other Bolt Pull-Out P33 - Other ____________ - Corrections completed INSPECTION DATE: ''' Is • , 7) —.'J 7.7 2 _l.7)) c(7.S—'j CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE CERT. # c 15T7 DATE NOTE: Inspections based o 4 01-19i inimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday-and after 3:30 p.m. on weekdays. '/ / Project # Report No. Building Permit No. ? 37 Project Name (per plan Plan File No. Govt. Contract No OSAorOSHPD# Other Project Address (legal) Architect Engineer Contractor I2O ' / l-X,/f-tA- Page.1 of / AMERICAN ENGINEERING LABORATORIES,.. INC. ,.1940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yu$ca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT INSPECTION CODE - OSHPD. P11 MAIL SAMPLING OTY Concrete Cylinders ..._. MATERIAL DESCRIPTION Rinl.: Rebar _______________________________ INSPECTION CHECKLIST Plan & Specs - OSA P11 Cement - Flint.: W.W.F. ________________________________ - Clearances - Specialty P49 - Mechanical PlO - Mortar Samples - Grout Samples - Am!.: Tendons _____________________________ ,..... Conc.: Mix #/psi __........ Positions - Sizes Electrical P09 - Masonry Prisms - Conc.: Mix #/psi ___________________________ - laps - Rooting P17 - Masonry Block .................. - Conc.: Mix #/psi ___________________________ - Future Continuity #/psi - ..J Concrete P12 - Fireproofing Grout: Mix #/psi - Consolidation Masonry P13 Units (block or brick) Mortar: Type/psi ___________________________ Mortar Batching Struct Steel P15 L......... Asphaltic Concrete - Units: Block _______________________________ Electrode Storage - Prestress Conc P14 Rooting -- - Units: Brick _______________________________ Iorquc Applied -. Pile Driving P16 - Reint. Steel -- - Steel Fireprooling P47 -- Steel -- - H.S. Bolts Waterproofing P48 H.S. Bolts - Metal Decking - Non-Destructive P31 - Tendon (PT Strands) .. - Electrodes - Soils Technician P22 - Other -__________ - Fireproofing - Batch Plant P18 - Other ____________ Other _____________________________________ Corrective action required - Boll Pull-Out P33 - Other _____________ ______________________________________ - Corrections completed INSPECTION DATE: Or-UE-A.. ôJt&+Q /J) 4 51AJ_i CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME clj'UL JEf ci... L7d_ )/..S INSPECTOR COMPANY 1.0. NO. (Print Clearly) INSPECTOR SIGNATURE C 'i4k.1¼1 L1L'- CERT.# i291 DATE 76 NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 130 p.m. on weekdays, Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. 0 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 4iaL (619) 695-3730 (714) 272-4230 (209) 576-0813 619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # .1 4-2.. Report No. Project Name (per plans) W-11) A 05. Building Permit No. Project Address (legal) Z1" 7 L_4tz. APan File No. Architect \C I-I Govt. Contract No. Engineer OSA or OSHPD # Contractor 12 -L.. £0 Other INSPECTION CODE - OSHPD P11 OSA 1311 - Specialty P49 - Mechanical PlO Electrical P09 MATT SAMPLING QTY .......fConcrete Cylinders - - Cement - - Mortar Samples - Grout Samples Masonry Prisms — MATERIAL DESCRIPTION .....1int.: Rebar - Rint.: W.W.F. ____________________________ — Rini: Tendons _____________________________ — Conc.: Mix #/psi Conc.: Mix #/psl INSPECTION CHECKLIST ........i'lan & Specs _.Clearances --!:.-'!'Sizes j-Caps - Roofing P17 .k.. Concrete P12 Masonry Block — Fireproofing - Conc.: Mix 4/psi ___________________________ - Grout: Mix 4/psi ____________________________ - Future Continuity #/psi ...onsolidation Masonry P13 - Units (block or brick) - Mortar: Type/psi - Mortar Batching Siruct Steel P15 - Asphaltic Concrete Units: Block _______________________________ Electrode Storage Prestress Conc P14 Rooting Units: Brick _______________________________ Torque Applied. - Pile Driving P16 Reinl. Steel — - Steel - Fireproofing P47 Steel - H.S. Bolts Waterproofing . P48 - H.S. Boils ..........._... - Metal Decking Non-Destructive P31 - Tendon (PT Strands) - Electrodes _________________________________ Soils Technician P22 - Other ____________ - Fireproofing - Batch Plant P18 - Other -____________ - Other _____________________________________ - Corrective action required - Boll Pull-Out P33 Other _____________ __________________________________________ Corrections completed INSPECTION DATE: T4-1cE-5DA-r, &?17 c, çcL t4ARC.L'1 ZZ., I9 150-D'! MIX 1'- - LAL C-614 / .5SAe*1 ?jiW' L4iy 2. (sgflPL,.A&,I1d 2r4i.s / ,' IL' 274 . i EQ.. /f 1Ji c..at-r. W2i 7I5 7227' £ 3 , j3,76-7/ , P(c.. ID iA//f I'%' /7 Miii..' /' UC514' , ' ,IeI/..14dJL.fLPCJ A..L, ID (fi ;4:J4 J17 A 2?' 2 ' ' ' l 1J1 i/A5 .tPi1A '— "z- /i4 Kj J( r7- CII /t '. L4S th- t4 itdD. 7/-, ,4 ri Pi GA,L '-c e- i-i t it' -- . r tc & /. c.i ,Ah, - -, ..,< - -/ - CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME (Print Clearly) INSPECTOR SIGNATURE INSPECTOR COMPANY I.D. NO. CERT. # ____64~___________ DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. I Page lof/ AMERICAN ENGINEERING LABORATORIES, INC. 2'10 Arjons Dr.,Ste A 0 350 S Maple St Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr Unit A 0 13641 John Glenn Rd Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 .(209).576-0813 (619) 228-1754 . (619) 247-8445 I. PECTION REPORT Project # ( 3 - Report No Project Name (per plans) da...v-/ La_-cL re.o_A~,. Building Permit No. Project Address (legal) .27O L3,4 'u—' - Plan File No. Architect Govt Contract No Engineer ______________________________________________________________ OSA or. OSHPD # Contractor. Oci/ Other INSPECTION CODE MAT'L SAMPLING. . DIV MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD. P11 -. Concrete Cyliiiders - Flint.: Rebar _____________________________ - Plan &Specs OSA P11 Cement Rint W.W.F. Clearances Specialty P49 - Mortar Samples Rin! Tendons _____________________________ - Positions Mechanical . PlO Grout Samples .... Conc.: Mix #/psl _________________________ __. Sizes - Electrical P09 - Masonry Prisms Conc Mix #/psi - Laps Rooting P17 .... Masonry Block _........ - Conc.: Mix #/psi - - Future Continuity #/psi - Concrete . P12 Fireproofing - Grout: Mix #/psi S - Con3otidation - Masànry P13 ........... Units (block or brick) Mortar: Type/psi Mortar Batching Struct Steel P15 Asphaltic Concrete ..___ Units: Block , - Electrode Storage_• - - Prestress Conc P14 Rooting -- Units: Brick - -- Torque Applied - - Pile Driving P16 Reint. Steel. _................. - Steel Fireproofing P47' -- Steel - L.... H.S. Bolts - Waterproofing P48 - H.S. Bolts - Metal Decking - Non Destructive P31 - Tendon (PT Strands) - Electrodes Soils Technician P22 - Other -__________ Fireproofing . Corrective action required Batch Plant P18 Other .._._. Other . ' - Boll Pull-Out P33 - Other . Corrections completed INSPECTION DATE &PAL ç LU 1.-I I .kz 5/44 M CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes This report covers the locations of the work Inspected only and does not constitute engineering OPlfllOfl or project control INSPECTOR NAME e± 2?t_€ INSPECTOR COMPANY I.D. NO. _. S (Print Clearly) INSPECTOR SIGNATURE hd!_.ti? d9 CERI # 'V.2/ 'g- DATE ? z NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. OSA or OSHPD # C - Other 4 - -.-,--.. -..-I-'. - ,- -. • -.' "-* - - V-'.-. - -.................-, ., tcoD 'i L 'AMLING ' QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST . 'is )-- •- • OSHPD P11 - - .- •-F - L Coite Cylinders — 4, . .. • . . . . 3 . ' • . Rebar . - . . _'•_7 • j , LPian&Specs - - P11. Cement ._. L_.... Rlnf WWF ' • .. • . Clearances .- .. LMrtar 'Samples — '. Riaf Tendis " Positions P10 .L_ Grout Samples — ..L. Conc Mix #/psi t Z2 .. Sizes FV7 ' . . '- P09 .Lz$EiectriCai .-" - ....!.Masonry. Prisms ._........ ,.- 3 -• 'y.. . . _ Conc.: Mix ti/psi .. , _. Laps - 2). ._. Rfing r P17 ....!Masonry BIck — — Conc Mix #/psi — 'Future Cotinuity ti/psi"- Fireprooling3 ..._. Fireproofing I..! Grout Mix #Ii - _' Consolidation '- i .7 ' P13 . - ,—. _" Units,t(block' or brick) — _Mortar Type/psi ' . — Mortar Batching ' tiict teii -' P15 !......... 7 _tAsphaitIc1Cncrete Units Block - _____________________________ Electrode Storage — ' V. ) .L...... Prestress1Conc "- P14 - . - - ....?_. Roofing ._ 4 . . . . - Units Brick _______________________________ . 7.. . - - Torque Applied * - -•- . •-. L - -. 1Driving P16 ...'Pile . - ... - . . , Steel ...1......'Relnf . • . -r • . Steel - . - ., , ., .'- -. V. • 7 . V ..._ Firejroofing .. P47 ...._ Steel,.. .. - .* •t. . — H S Bolts - **%.,7 7 - . ..Metal Decking__________________ Wateg' i. 8! HS ofts ._i.jNon Destructive AP31 — Tendon'C(PT iStrands) _......... — Electrodes * Sits TetOiicn 1 P22? 3_.~. -Other Fireproofing F '- —Bitch 'Iil P18 _Other - ....i....... z._. Other "- I • I.. 7V Corrective action required ' - . I • S ........r Pull 0ui P33,_ ..tjBoit - -S 557 _ I - Other i I Corrections completed - " — ., -V • -V-V. - .. -V. •V - -h.n ,n. • --. - --- . ...........,-. . . . - ..•5 7 • - 4-. V. V V V V - CERTIFICATION OF COMPLIANCE All of the reported work unless otherwise noted complies with approved plans specifications and applicable sections of the building codes This report covers the locations of the work inspected on and does not constitute engineering opinion or project control - 5... .• . . ........-.- V - e....• ..................,.•.. .•? INSP NA ECTORME -d. ?' L4 INSPETORCOMPANYID NO Cieariy . - - . - ,•. . . . . V INSPECTOR SIGNATURE L CERT U__'? NOTE lispe6tion based ón 4 hourminimum 8 hour mintiiium after 4 hours ,,2 hour minimum for all cancellations Overtime tfective on Saturday and after 3 30 p ?n on weekdays 4 Professional Service' Industries, Inc.. American Engineering Division 7940 Arjons Dr., Ste. A San Diego, CA 92126 (619)695-3730- FAX: (619) 695-6712 INSPECTION REPORT = Project It '-' '- '-.' ( Project Name (per plans) Project.Address (legal) At "> c? ,.IkLQL,— ñ tJ Architect Engineer - Contractor ut2_f Page 1 o Building Permit No. _____________________ Plan File No; Govt. Contract No. OSAorOSl-IPDU Other INSPECTION CODE MAT'L SAMPLING CITY. MATERIAL DESCRIPTION INSPECTION CHECKLIST - OSHPD P11 .,.Concrete Cylinders .3_ - Rift.: Reber __________________________ Plan & Specs - OSA P11 - Cement _______ - flint.: W.W.F. _________________________ Clearances - Specially P49 - Mechanical PlO - Mortar Samples - Grout Samples ._L flint.: Tendons _______________________ Mix ft/psi - Positions Sizes Electrical P09 - Masonry Prisms _______ Conc.: Mix ft/psi Laps Roofing P17 __L. Masonry Block _______ - Conc.: Mix ft/psi _____________________ Future Continuity ft/psi ......Concrete P12 - Fireproofing - Grout Mix ft/psi , Consolidation Masonry Pi3 - Units (block or brick) - Mortar: Type/psi' ' Mortar Batching - Struct Steel P15 Asphalt Concrete _______ ' _. Units: Block Electrode Storage - Prestress Cent P14 Roofing - Units: Brick _________________________ ..._.L Torque Applied Pile Driving P16 - Reint. Steel _______ Steel - Fire proofing P47 ' Steel _______ - H.S. Bolts - Waterproofing P48 - H.S. Bolts _______ __ Metal Decking - Non-Destructive ' P31 - Tendon (PT Strands) - Electrodes - Soils Technician P22 - Other ____________ _______ _._ Fireproofing - Batch Plant ' P18 - Other ____________ _______ ' ____ Other " Corrective action -required, - Bolt Pull-Out P33 - Other - ' _______ _____________________________________ - Corrections completed CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes This report covers the locations of the work inspected only and does not constitute engineering opinion or project control INSPECTOR NAME'' d h_v/..4 d L2e.w. INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE CERT. ft ' ' DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30p.m. on weekdays. ' ' ' r. MERICAN ENGINEERING LABORATORIES, INC. 40 Arlons Dr., Ste. A 0 350 S;Mapte St, Unit K 0 1311 Woodland, Ste. 2 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C in Diego, CA 92126 Corona, CA 91720 Modesto, CA 95351 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 2724230 (209) 576-0813 - (619) 228-1754 (619) 247-8445 0 42-240 Grew Way, Ste. C 0 2920 Wear 51 0 Rte. 12 South, H.C. 31, Box 68-A 0 200 Repetto Ave., Ste. 0 Palm Desert, CA 92260 Bakersfield, CA 93308 Watertown, NY 13601 Pleasantville,. NJ 08232 (619) 341.5790 (805) 589-8090 (315) 788-7755 (609) 641-0344 INSPECTION REPORT -exy 65' Page 1 of Project ft . Project Name (per plans) /7f2(.5 1-C) - Building Permit No. Project Address (legal) 2_.72 5 CO Plan File .No. Architect . . . . Govt. Contract No. Engineer S . OSA or OSHPD ft &E (!cKJ' Contractor ( W7 • Other INSPECTION COPE MAT'L SAMPLING .QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 ........... Concrete Cylinders Rint.: Reber _ - Plan & Specs - OSA P11 -Cement . _______ Flint: W.W.F. ___________________________ Clearances - Specially P49 Mortar Samples Am!.: Tendons ___________________________ Positions - Mechanical P10 . Grout Samples - Conc.: Mix ft/psi Sizes Electrical . P09 - Masonry Prisms ________ - Conc.: Mix ft/psi - Laps - Roofing P17 - Masonry Block _______ Conc.: Mix ft/psi - Future Continuity ft/psi Concrete P12 Fireproofing _______ . - Grout: Mix ft/psi . Consolidation. - Masonry P13 ..._.......... Units (block or brick) .........._..Mortar: Type/psi - Mortar Belching - Struct Steel P15 Asphalt Concrete _______ - Units: Block ___________________________ :.__. Electrode Storage. Prestress Conc . . P14 - Roofing Units: Brick . Torque Applied - Pile Driving P16 - Reint. Steel _______ - Steel -. Fireproofing P47 - Steel . H.S. Bolts - Waterproofing. P48 H.S. Bolts _______ Metal Decking Non-Destructive P31 - Tendon (PT Strands) - Electrodes ..4/'Soils Technician . Other ____________ _______ - Fireproofing - Corrective action required - Batch Plant P18 Other _____________ . ________ Other __________________________________ - Boll Pull-Out P33 Other _____________ . ________ . ......_. Corrections completed INSPECTION DATE O CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME ._E_c_. . INSPECTOR COMPANY I.D. NO. 41 A (Print Clearly) INSPECTOR - CERT. ft _DATE NOTE: Inspections ba -'4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. AMERICAN ENGINEERING LABORATORIES, INC. rjons Dr. 0 42-240 Green Way 0 350 S. Maple St. 0 1311 Woodland Ave. 0 58945 Business Center Dr. 0 13641 John Glenn Rd. 0 RIe. 12 South. H.C. 31 0 200 Repello Ave. Suite A Suite C Unit 1< Suite 2 Unit A Suite C Box 68-A . Suite 0 San Diego, CA 92126 Palm Desert, CA 92260 Corona, CA 91720 Modesto, CA 95351 Yucca Valley. CA 92264 Apple Valley, CA 92307 Watertown, NY 13601 Pleasantville, NJ 08232 (619) 695-3730 . (619) 341-5790 . (714) 2124230 (209) 516-0813 - (619) 228-1154 (619) 247.8445 (315) 788-7755 (609) 641-0344 FAX 16191 695-6712 FAX (619) 341-5794 . FAX (714) 2724271 'FAX (209) 576-0831 FAX (619) 365-6908 , FAX (619) 247-8029 FAX (315) 788-7755 FAX (609) 641-0665 TEST NO / PROJECT -c Q' 10PD DATE /Z.-' -90 I.D.NO PROJECT NO O5 REPORT OF FIELD COMPACTION TEST TESTS LOCATION OF TEST ()/ T3Th& Z72 1JJ4 <t)8 GQ,i-c€ f e, I L,3 rx a Or ') 1Fevw A FIELD , OPTIMUM FIELD MAXIMUM . PERCENT PERCENT . REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY I RELATIVE REL. COMP. P.C.F.' COMPACTION REQUIRED . . TESTS LOCATION OF TEST i Lx p pp F( .ççj1L 135 ('4 2. '. '.ew W1 Y (j-1b Fen rvi A. FIELD MOISTURE OPTIMUM MOISTURE FIELD DRYDENSITY P.C.F. MAXIMUM DRY DENSITY 'I I PERCENT RELATIVE COMPACTION' PERCENT REL. COMP. REQUIRED REMARKS: . -. 9 / L,p/z7 TEST II LOCATION OF TESTf},y OF /Z- 7 7 7, &?'S 7?T ot FIELD . OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY . DRY DENSITY RELATIVE REL. COMP. . . . P.C.F. . ' COMPACTION REQUIRED . . . TESTIS LOCATION OF TEST 7 QC cz —ç3 4j # 4' FIELD . OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE ' DRY DENSITY DRY DENSITY RELATIVE REL. COMP. . . / / P.C.F.'COMPACTION REQUIRED 7/ TESTS LOCATION OF TEST 7j77..L Ek'T icE OF /A— Z728 FIELD OPTIMUM ' FIELD MAXIMUM . PERCENT PERCENT REMARKS: . . MOISTURE MOISTURE DRY DENSITY DRY DENSITY . RELATIVE REL. COMP. P.C.F. COMPACTION REQUIRED . . . AEL102 04/891 Page 1 of I AMERICAN ENGINEERING LABORATORIES, INC. ..'794O Arjons Dr., Ste. A 0 350 S. Maple St., Unit K O 515 Galaxy Way 0 58945 Business Ctr. Dr.. Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 . (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # 0 Project Name (per plans) Project Address (legal) Architect . . . . Engineer Contractor Report No. Building Permit No. t1O 15.d1 Z__ Plan File No. Govt. Contract No. OSAorOSHPD# Other INSPECTION CODE OSHPD . P11 MAIL SAMPLING . . QTY ...j"Concrete Cylinders 3. MATERIAL DESRIPJION . _."nf.: Rebar C. . INSPECTION CHECKLIST 'l & Specs OSA P11 — Cement — Rift.: W.W.F. . _. Clearances — Specialty P49 Mechanical PI Mortar Samples Grout Samples Rift Tendons _..e 'onc Mix #/psi -'c - 9000 sitions Electrical . P09 Masonry Prisms . — Conc.: Mix #/psi Laps ......L.footing P1 Masonry Block .......... Conc.: Mix #/psi Future Continuity #/psi .....'Concrete P1 - Fireproofing . _.._......... — Grout: Mix #ipsi Masonry ,. P13 Units (block or brick) Mortar: Type/psi ' — Mortar Batching — Struct Steel P15 — Asphaltic Concrete Units: Block •. Electrode Storage Prestress Conc . P14 — Rooting Units: Brick Torque Applied - Pile Driving P16 — Reint. Steel Steel H.S. Bolts Fireproofing P47 Steel Metal Decking Waterproofing P48 — H.S. Bolts . Non-Destructive P31 Tendon (PT Strands) — Electrodes Soils Technician P22 — Other — Fireproofing — Corrective action required — Batch Plant P18 Other _ Other . Bolt Pull-Out P33 Other .. — Corrections completed INSPECTION DATE: CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifjons and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project Control. INSPECTOR NAME "eP - INSPECTOR COMPANY I.D.NO. - (Print Clearly) . INSPECTOR SIGNATURE 31111CA .',iO_ . CERT.# c//ç'cC DATE 1 41 NOTE: Inspections based gn 4 h ur minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. - Olt ! Inc. CLIENT: ROEL CONSTRUCTION COMPANY, INC DATE 11-28-90 336€, Kurtz Street San Diego, CA 92110 Attn: Derek Davis............: - ..... 45 PROJECT: CARLSBAD CROSSROADS, PHASE II PROJECT ' 058-00069 BUILDINGS F,G,H,I,J 1 (1-1-342) Carlsbad, CA Gentlemen Enclosed are the inspection reports for the week(s) ending 11-17-90 Should you have any further questions, please do -not hesitate to contact our office. PROFESSIONAL SERVICE INDUSTRIES, INC. American Engineering Division Glenn J{arris,Division Manager -, - 1-ROLL CONSTRUCTION CO 1-HCH & ASSOC c 17ST CROIX CAPITAL CORP 1-CITY OF CARLSBAD '5 7940 Arjons Dnve Suite A 9 San Diego CA 92126 • Phone 619/695 3730 • FAX 619/695-671 2 Project _0 5-8 O9'O(,,9 Project N Project A Architect Engineer Contractor Report No. Building Permit No. E Plan File No. S - Govt. Contract No. OSAorOSHPD# Other Page 1 o I AMERICAN ENGINEERING LABORATORIES,I INC. 0 7940 Arjons Dr.; Ste. A 0 350 S., Maple St., Unit IC 0515 Galaxy Way L. 0 58945 Business Cir. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 2724230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT INSPECTION CODE MAT'(. SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST -- OSHPD P11 - Concrete Cylinders ..)K Rint.: Rebar Plan & Specs - OSA P11 Cement Rlnt: W.W.F. Clearances Specialty P49 Mortar Samples RInI.: Tendons . ..X. Positions Mechanical PlO - Grout Samples ..........._. -_ Conc.: Mix #/psl _.4. Sizes - Electrical P09 - Masonry Prisms - Conc.: Mix #/psl .... Laps - Roofing P17 Concrete P12 - Masonry Block — Fireprooling - __. Conc.: Mix #/psl Grout: Mix #/psl .....)< Future Continuity #/psl Consolidation — Masonry P13 Units (block or brick) — Mortar: Type/psi — Mortar Batching Struct Steel P15 — Asphaltic Concrete Units: Block _______________________________ — Electrode Storage — Prestress Conc P14 — Roofing — Units: Brick _______________________________ _........ Torque Applied Pile Driving P16 — Reint. Steel — Steel H.S. Bolts Fireproofing P47 Steel Waterproofing P48 — H.S. Bolts - — Metal Decking Non-Destructive P31 — Tendon (PT Strands) - — Electrodes Soils Technician P22 — Other ____________ — Fireproofing - Corrective action required Batch Plant P18 — Other ____________ Other Bolt Putt-Out P33 Other ____________ Corrections completed INSPECTION DATE: fl / I/ IO ç//LLi\ -.3PC,.--IAL i& I' - '-& ' rcc= ri- 60'c,u,2 <TE..I/ APn LJ,L-! '7i4- I NA ti\ P- ii4 -1-- Ttt- OiL3 CERTIFICATION OF COMPLIANCE:AII of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the building Codes. This report cov1 the locations of the work Inspected only and does not constitute engineering opinion or project Control. INSPECTOR NAME /aeJ__-L4,e.o,.4..i INSPECTOR COMPANY I.D. NO. 2 7 L4, (Print Clearly) S. - INSPECTOR SIGNATURE CERT. # /1/D, 11 c,3' DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Project # _ OCX)O (d1 Project.Name (pe Report No. Building Permit No. — 0 V Project Address Architect Engineer Contractor Plan File No. Govt. Contract No. OSA or OSHPD #. Other Page lof / AMERICAN ENGINEERING LABORATORIES, INC. )'1940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT INSPECTION CODE - OSHPD P11 MAIL SAMPL OTY ....'oncrete Cylinders . MATERIAL DESCRIPTION ..ilnf.: Rebar INSPECTION CHECKLISTING Specs - OSA P11 - Cement Rint: W.W.F. Clearances - Specially P49 - Mechanical PlO - Mortar Samples Grout Samples . Rint.: Tendons _____________________________ .........4onc.: Mix #/psi - 3cc)6 o5itTs - Electrical P09 - Masonry Prisms - Conc.: Mix #/psl PS - Roofing P17 .....'Concrele P - Masonry Block - - Fireproofing - Conc.: Mix #/psl ___________________________ - Grout: Mix #/psl Future Continuity #/psl _....i'onsolldation Masonry P13 - Units (block or brick) Mortar: Type/psi ___________________________ - Mortar Batching Slruct Steel P15 - Asphaltic Concrete - Units: Block _______________________________ Electrode Storage - Prestress Conc P14 - Roofing - Units: Brick . - Torque Applied Pile Driving P16 - Reint. Steel - Sleet Fireproofing P47 - Steel - - H.S. Bolts Waterproofing P48 H.S.Bolts - Metal Decking - Non-Destructive . P31 Tendon (PT Strands) - Electrodes - Soils Technician P22 - Other - Fireproofing - Batch Plant P18 Other ____________ - Other _____________________________________ - Corrective action required - Bolt Pull-Out P33 - Other ____________ __________________________________________ - Corrections completed INSPECTION DATE: I AôI9O CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME -t9 k ?ti tC,E INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE C10cCJ._ CRT. , (S 2 DATE II 130 / q 0 NOTE: Inspections based'r? 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Page lof / AMERICAN:.. ENGINEERING LABORATORIES, INC. Arjons Dr Ste A 0 350 S Maple St Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 . .. ,. Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project #_L :I_ I 3 2 . Report No. Project Name (per plans) CA4eLso cs•gQAD3 (6uuo/AJ fl) Building Permit No. 90 3 / Project Address (legal) 2 73 (_O/.? AtJ UST .' CA. Plan File No. Architect I4C4 I4SS6C G/ATJ. : Govt. Contract No. Engineer &jg.ITt ' . W0A16 . OSA or OSHPD #. Contractor Ot L COALtOc17O4L/ Co .,. Other INSPECTION CODE MAIL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST — OSHPO P11 .. —!!!!-"Concrete Cylinders ....._. .._L. Rin!.: Rebar , .._"lan & Specs — OSA . P11 t. Cement Rin!.: W.W.F. __________________________ Clearances — Specialty P49 — Mortar Samples - :....L........... Rint.: Tendons _____________________________ Psi ...Conc.: Mix #/psl ,5/1 ,/Zac'o Positions __. Mechanical PlO — Grout Samples _. Sizes Electrical P09 — Masonry Prisms - — Conc Mix #/psi Laps Roofini P17 Masonry Block L. ._._ Conc.: Mix #/psi — Future Continuity #/psi J"Concrete ' P12 ..L.... Fireprooting •. Grout: Mix #/psi .4'Consoiidation Masonry P13 .L_'Units (block or brick) L.._. ._. Mortar: Type/psi ________________________ Mortar Batching Struct Steel P15 ._...... Asphaltic Concrete __. Units: Block _______________________________ Electrode Storage — Prestress Conc P14 Rooting .................. — Units: Brick _____________________________ Torque Applied — Pile Driving . P16 ._L Relnf. Steel L.............. Steel Fireproofing ' P47 Steel .......___ - H.S. Bolts — Waterproofing P48 .._. H.S. Bolts _.... Metal Decking — Non-Destructive P31 Tendon (PT Strands) Electrodes Soils Technician P22 — Other _____________ .L.___ .L........ Fireproofing — Corrective action required — Batch Plant P18 — Other _____________ ...................... — Other _____________________________________ Bolt Pull-Out P33 — Other _____________ .......L.... _____________________________________________ — Corrections completed INSPECTION DATE: . 1I(Jij P(JFC/Af 0.9 e-;7E 56+6 0/I 4e4rn 5 p (,a.gj M7/&44) But t,OUJ' i4. OrJ t °OF CgCTt 5AMPI Mk-,14 Foe C0/41'I- .j S CERTIFICATION OF COMPLIANCE: All of the reported work, uhlessotherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. '.• '•,.. • •.: . INSPECTOR" NAME cAtaS . INSPECTOR COMPANY I.D. NO. 7 50 . ..• . ? . (Print Clearly) . ., . INSPECTORSIGNATURE 1L21 44 CERT.# /W,ki .4JZ DATE NOTE: lneôtions based on 4 hour minimum,,8 hour minlriium after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m.-on weekdays. .' . . . ............. . . Page lof / AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 . Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT r ProJect# Project Name (per plans) -_.. AiL5' 5/td C IS/i)A,1< Project Address (legal) '2..... ' 3 , /_,, fi _, .A 1i' LAt /ç* ,7_• Architect /' C.. H ,455 C' C Engineer Contractc Report No. Building Permit No. c/1..i_) /) Plan File No. Govt. Contract No. OSA or OSHPD /1 Other INSPECTION . CODE - OSHPD P11 MATT SAMPLING CITY - Concrete Cylinders MATERIAL DESCRIPTION - Rinf.: Rebar _____________________________ INSPECTION CHECKLIST ._kian & Specs - OSA P11 - Specialty P49 Cement - - Mortar Samples - Rinf.: W.W.F. ____________________________ Rini: Tendons _____________________________ - Clearances ( Is. ......'Posilions (' - Mechanical ... PlO - Grout Samples . - Conc.: Mix fl/psi ___________________________ Sizes Electrical P09 - Masonry Prisms . - Conc.: Mix fl/psi - Laps Roofing P17 ....... Masonry Block ' - Conc.: Mix fl/psi - Future Continuity fl/psi Concrete . P12 - Fireproofing ,. __. Grout: Mix fl/psi .............. Consolidation - Masonry P13 .......k'Struct Steel P15 - Units (block or brick) L__. - Asphaltic Concrete - Mortar: Type/psi __________________________ - Units: Block _____________________________ Mortar Batching ......Electrode Storage . L)/ i. V./i,'- Prestress Conc P14 Roofing - Units: Brick _______________________________ Torque Applied Pile Driving P16 Reinf. Steel . . . - Steel H.S. Bolts Fireproofing P47 Steel . - Waterproofing P48 - H.S. Bolts - Metal Decking Non-Destructive P31 - Tendon (PT Strands) - Electrodes 2,/f W. r —. Soils Technician P22 Other _____________ Fireproofing tR? 2./f .i. Corrective action required i:,y/ Batch Plant P18 - Other ____________ ......L........... -. Other - Bolt Pull-Out . P33 Other ......-Corrections completed /4-. INSPECTION DATE.: — p.k..p- 1- 24425'7-' L7Ui'1 j/1t9/VCK f-) 7 f Y /7(2 I i •/oi4'/L' Aíe 4 r 'o 'T2( '/ S . c OR icC,77?, ,,- 1Q./ t7# V41pV6iCt'w4 /J c-a 741- ' CERTIFICATION OF COMPLIANCE: All of the reported work, Unless otherwise noted, Complies with approved plans, specifications and applicale secfI of the building Codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME fi d t'L ii /4 INSPECTOR COMPANY l.D. NO. (Print Clearly) .' INSPECTOR SIGNATURE CERT. fi / ,?7 DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimuiieours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . . . Page 1 of I AMERICAN ENGINEERING 0 7940 Arjons Dr., Ste. A 350 S. Maple St., Unit K 0 515 Galaxy Way San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 (619) 695-3730 (714) 272-4230 (209) 576-0813 INSPECTION REPORT tôO .., LABORATORIES, INC. o 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Sid. C Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 228-1754 (619) 247-8445 Project# Project Name (per plans) LSiAD CPC Project Address (legal) 12.1120 LOYIER / ('JRLS'. Architect 4 ALX. Engineer \-\C rk Contractor t_ Rdport No. Building Permit No Plan File No. Govt. Contract No. OSA or OSHPD # - Other INSPECTION CODE OSHPD P11 - OSA P11 - Specially P49 - Mechanical PlO MAT'L SAMPLING OTY - Concrete Cylinders Cement Mortar Samples Grout Samples MATE91AL DESCRIPTION . .L Rinf.: Rebar Rinf.: W.W.F. ____________________________ Rinf.: Tendons _____________________________ Conc.: Mix 11/psi INSPECTION CHECKLIST .1/ Plan & Specs Clearances ..,/ Positions Sizes Electrical P09 ___. Masonry Prisms - Conc.: Mix 11/psi - Laps Rooting P17 - Masonry Block - Conc.: Mix 11/psi - Future Conlinuily11/psi - Concrete P12 Fireproofing Grout: Mix 11/psi Consolidation - Masonry P13 ./'Slruct Steel P15 - Units (block or brick) Asphaltic Concrete Mortar: Type/psi ___________________________ - Units: Block Mortar Batching Electrode Storage - Prestress Conc P14 Pile Driving P16 Rooting Reint. Steel Units: Brick .4,.L Sleet A.n(JD - Torque Applied • Fireproofing P47 Steel U.S. Bolts . Waterproofing P48 - H.S. Bolts Metal Decking Electrodes Non-Destructive P31 Tendon (PT Strands) Soils Technician P22 - Batch Plant P18 Other ____________ _. Other - - Fireproofing ...'Other Corrective action required Boll Pull-Out P33 Other ____________ __________________________________________ Corrections completed 1l(S ' ____ ng A.E.L. CORONA S - CERTIFICATION OF COMPLIANCE: Al) of the reported work, unless otherwise noted, Complies with approved plans, spcificáfions and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinlOnor project control. INSPECTOR NAME k't Cfl_. LuiS INSPECTOR COMPANY I.D. NO. (Print Clean INSPECTOR 10h CERT. 11 ________________• DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Project # • 11 Project Name (per plans) Project Address (legal) - Architect Engineer Contractor 1... Page lof \ AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Mr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San DIego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Report No. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD # Other INSPECTION CODE MAIL SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - OSHPD P11. Concrete Cylinders Rlnf.: Reber - Plan & Specs OSA P11 _... Cement ...................... Rint.: W.W.F. Clearances - Specialty P49 - Mortar Samples - Rint.: Tendons L.......... Positions - Mechanical PlO —,Grout Samples Conc.: Mix #/psi - Sizes Electrical P09 Masonry Prisms ___.... Conc.: Mix #/psi - Laps Roofing P17 Masonry Block - Conc.: Mix #/psl - Future Continuity #/psi Concrete . P12. - Fireproofing . Grout: Mix #/psi - Consolidation Masonry P13 Units (block or brick) Mortar: Type/psi - Mortar Batching Strucl Steel P15 .L......... Asphaltic Concrete Units: Block - Electrode *Storage - Prestress Conc P14 - Roofing - Units: Brick . - Torque Applied - Pile Driving P16 - Reint. Steel - Steel _.H.S. Bolts Fireproofing P47 - Steel - Waterproofing P48 - H.S. Bolts - Metal Decking Non-Destructive P31 so'Technician ............. Tendon (PT Strands) - Other - Electrodes - Fireproofing Corrective action required - Batch Plant P18 - Other _____________ Other - Boll Pull-Out P33 - Other .........L...... Corrections completed INSPECTION DATE: is ) r CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building éodes. This reportcovers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME tt? INSPECTOR COMPANY I.D. NO. (print Clearly) INSPECTOR SIGNATURE 1,ktY4P Acic.?o 11)L_ CERT. # DATE .cj(- NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. '. American Engineering Laboratories, Inc. 7940ArjonsDnveSuite A San Diego, CA 92126 Telephone (619) 695-3730 : FAX (619) 695-6712 San Diego '• Corona •' Modesto • Yucca Valley • Apple Valley To: Date: 8-9-90 3366 Kurtz St. San Diego, CA 92110 'ATTN: Derek Davis Project: CARLSBAD CROSSROADS, PHASE II Project # 1-1-342 CiibTA. ' Gentlemen: Enclosed are. the. inspection reports for the week (s.) ending: 7-28-90, 8- 4 - 9 0 All 'work monitored by our inspectors was done in accordance' with applicable cods 'and specifications, unless otherwise noted. Should you have any , further questions, please, do not hesitate to. contact our office. • - • • - AMERICAN ENGINEERING LB0RAT0RIES, INC. ' • • TATTT! MCGRATH - Labäratory Supervisor • • -• -- - •, - 1-ROEL CONSTRUCTION •. • - - -• - - , 1-HCH & ASSOC.____ •'' ' -- : : ., • - ' •, 0 , • -• - Lj OF -qITY- - - 0 1-STCWcYIX CAPITAL CORP. - " - -. , : • Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr.; Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project ft I -'4-2... Report No. Project Name (per plans) .-4'LS 4O Building Permit No. Project Address (legal) '27O Lo &Z PJ , A'L'OkeykO C_AtL. Plan File No. Architect Govt. Contract No. Engineer OSA or OSHPD # IUT71 INSPECTION CODE MAIL SAMPLING CITY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 Concrete Cylinders - - Rinf.: Rebar _______________________________ - Plan & Specs OSA P11 Cement - Rinf.: W.W.F. ____________________________ - Clearances -- Specialty P49 Mortar Samples - Rint.: Tendons _____________________________ Positions Mechanical PlO - Grout Samples - Conc. Mix #/psi - Sizes -- Electrical P09 - Masonry Prisms - Conc.: Mix #/psi - Laps -- Rooting P17 Masonry Block - Conc.: Mix #Ipsi ___________________________ Future Continuity #/psl - Concrete P12 - Fireproofing - Grout: Mix fl/psi ____________________________ - Consolidation Masonry P13 - Units (block or brick) - Mortar: Type/psi - Mortar Batching - Struct Steel P15 - Asphaltic Concrete - Units: Block _______________________________ - Electrode Storage - — Prestress Conc P14 Roofing - Units: Brick _____________________________ Torque Applied Pile Driving P16 Reinl. Steel - Steel Fireproofing P47 - Steel - - H.S. Bolts - Waterproofing - P48 - H.S. Bolts - Metal Decking Non-Destructive P31 ....."Soils Technician - Tendon (PT Strands) Other ____________ - Electrodes ________________________________ - Fireproofing Corrective action required - Batch Plant P18 Other ____________ Other _____________________________________ - Bolt Pull-Out P33 - Other ____________ __________________________________________ Corrections completed INSPECTION DATE: _)X) [C1 eto CkA342, i - •le-$' rtA £ . .• iiS.- ( . 44' ,( I - .&L7 ' A&'4 P.A aJ.... 'I VAN 9 W1 pr-ttc. LAflc k çA& — CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME (Print Cie y) I IMPINSPECTOR SIGNATURE INSPECTOR COMPANY ID. NO. '1 I ' CERT. # DATE t)L('2k 11 43 NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on 'Saturday and after 3:30 p.m. on weekdays. . AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Or. 0 42-240 Green Way O 350 S. Maple St. 0 1311 Woodland Ave. 0 58945 Business Center Or. 0 13641 John Glenn Rd. 0 Rte. 12 South, NC. 31 0 200.Repetto Ave. Suite A Suite C Unit K Suite 2 UnitA - Suite C Box 68-A Suite 0 - San Diego. CA 92126 Palm Desert. CA 92260 Corona, CA 91720 Modesto, CA 95351 Yucca Vattey, CA 92284 Apple Valley, CA 92307 Watertown, NY 13601 Pleasantville, NJ 08232 (619) 695-3730 (619) 341-5790 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 241-8445 (315) 788-7755 (609)641-0344 FAX (619) 695-6712 FAX (619) 341-5794 FAX (714) 272-4271 FAX (209) 576-0831 FAX (619) 365-6908 FAX (619) 247-8029 FAX )315)788-7755 FAX (609) 641-0665 TEST NO. PROJECT:ULA (P%Q - DATE:jjL'( Ztt4dtc I.D. NO.: PROJECT NO.: - .. 'REPORT OF FIELD COMPACTION TEST TESTIS LOCATION OF TEST L - Lcr 1)3ei4 t4 P- S .- S FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT , RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: TESTIS LOCATION OF TEST f Lcr fr&i4 f FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM 4 DRY DENSITY PERCENT RELATIVE, COMPACTION PERCENT REL. COMP.: REQUIRED REMARKS: - ç4(L f. 1(p (2 IZe7.t3 1.2- O TESTIS LOCATION OF TEST LccM2' tin- • FIELD MOISTURE %- OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT - RELATIVE COMPACTION' PERCENT REL. COMP. REQUIRED REMARKS: •• s5 9c O.Ci jc5, 'tO TESTIS LOCATION OF TEST tjCuJC u A°& verJe -s'4 &i 4 S FIELD MOISTURE . OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: - FALL e.g cj U14- 1Zj4 TEST IS LOCATION OF TEST ç I¼ & - 5 -- - FIELD ' MOISTURE %'4 OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. I MAXIMUM DRY DENSITY j PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: FA4L '• 4 U214j\zi. 82L do AEL-102104/891 AMERICAN ENGINEERING LABORATORIES, INC. k940 Arjons Dr. 0 42.240 Green Way 0 350 S. Maple St. 0 1311 Woodland Ave. 0 58945 Business Center Dr. 0 13641 John Glenn Rd. 0 Rte. 12 South. H.C. 31 0 200 Repetto Ave. Suite A Suite C Unit K Suite 2 • . Unit A . Suite C Box 68-A Suite 0 San Diego, CA 92126 Palm Desert. CA 92260 Corona, CA 91720 Modesto, CA 95351 Yucca Valley, CA 92284 Apple Valley, CA 92307 Watertown, NY 13601 Pleasantville, NJ 08232 16191 695-3730 16191 341.5790 (714) 2724230 (209) 576-0813 . (619) 228.1754 1619) 247-8445 (315) 788.7755 (6091 641-0344 FAX (619) 695-6712 FAX (619) 341-5794 FAX (714)272-4271 FAX (209) 576-0831 FAX (619) 365.6908 FAX (619) 247-8029 FAX (315) 788-7755 FAX (609) 641-0665 TEST NO. Crjj (4 fr4C PROJECT: CFtiLkkTJ DATE:3n.)L LL't'j I.D. NO.: PROJECT NO.: REPORT OF FIELD COMPACTION TEST TEST LOCATION OF TEST F3 cLux. - FIELD OPTIMUM FIELD' MAXIMUM PERCENT PERCENT REMARKS: . . I MOISTURE - 'MOISTURE DRY DENSITY P.C.F. DRY DENSITY RELATIVE COMPACTION REL. COMP. REQUIRED . ,. 1'94 I27 'I; tD / I TEST 8 I 'LOCATION OF TEST m-r tTA .t (' 4.,'i' _: 12 r .j A: l- I 1 FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY -P.C.F. - MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: ' EL3 ir c 2L5 'iz4 TEST LOCATION OF TEST FIELD OPTIMUM FIELD MAXIMUM PERCENT I PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY I DRY DENSITY RELATIVE I REL. COMM. - % P.C.F. COMPACTION REQUIRED jr 4 z. C, VZv4J 2L Cj 1 4--4 qO .— TEST 8 LOCATION OF TEST FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE ' REL. COMP. - P.C.F. COMPACTION REQUIRED 1.4s U( i2L TEST IS ' LOCATION OF TEST 17 ' p,rsir-4 44 FIELD MOISTURE %% OPTIMUM, MOISTURE FIELD DRY DENSITY- P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: AEL102 104/891 AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr. 0 42-240 Green Way 0 350 S. Maple St. 0 1311 Woodland Ave. 0 58945 Business Center Dr. 0 13641 John Glenn Rd. 0 Rte. 12 South, H.C. 31 0 200 Repetto Ave. Suite A Suite C Unit K Suite 2 Unit A Suite C Box 68-A • Suite 0 San Diego. CA 92126 Palm Desert. CA 92260 Corona, CA 91720 Modesto. CA 95351 Yucca Valley, CA 92284 Apple Valley, CA 92307 WatertOwn, NY 13601 Pleasantville. NJ 08232 (619) 695-3730, ' (619) 341-5790 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 (315) 188-7755 (609) 641.0344 FAX (619) 695-6712 FAX (619) 341-5794 FAX (714) 2724271 FAX (209) 576-0831 FAX (619) 365-6908 FAX (619) 247-8029 FAX (315) 788-7755 FAX (609) 641-0665 TEST NO.L PROJECT:cJ y D ATE: L..f '1t'(, I.D. NO.: PROJECT NO.: t tSif- REPORT OF FIELD COMPACTION TEST TEST 8 LOCATION OF TEST Acc' p H FIELD MOISTURE % OPTIMUM MOISTURE FIELD I DRY DENSITY P.C.F. - MAXIMUM DRY DENSITY . PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: , ti* / Yt . Il?'t I_ .J , 4 7 tp t 2L tZ'L '4 0 TEST 4 LOCATION OF TEST 2g -r t_xc i ,i -r - '-'' FIELD MOISTURE OPTIMUM MOISTURE FIELD I DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: q. 1'ZL'. tZ'75 o TEST 9 . LOCATION OF TEST iç ? c:3z 'L}t4sa FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. . MAXIMUM DRY DENSITY - PERCENT' RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: t2fl-15 etc) 1. TEST II LOCATION OF TEST ,t4 FIELD MOISTURE % - OPTIMUM ' MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: " q2 'cL R9.% 44 'w -. TEST 8 ' LOCATION OF TEST FIELD OPTIMUM FIELD . MAXIMUM PERCENT PERCENT REMARKS: . MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. ' P.C.F. ' COMPACTION REQUIRED q, AEL102(04/891 .,- Page 1 of F 7JC=7 Ll~ AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Or.; Ste. A 0 350$. Maple St.. Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona. CA 91720 Modesto. CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 2724230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project U Project Name (per plans) c-AR -S Gi Project Address (legal) Architect Engineer Report No. Building Permit No. Plan File No. Govt. Contract No. OSA or OSHPD U Contractor eL'e 0-t Other INSPECTION CODE MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 — Concrete Cylinders - — Rlnf.: Reber _____________________________ — Plan & Specs OSA P11 — Cement - Rini.: W.W.F. __________________________ Clearances -- Specially P49 — Mortar Samples - Rinf.: Tendons _____________________________ Positions Mechanical PlO — Grout Samples — Conc.: Mix H/psi — Sizes — Electrical P09 — Masonry Prisms — Conc.: Mix U/psi — Laps Rooting P17 — Masonry Block - Conc.: Mix U/psi — Future Continuity U/psi — Concrete P12 — Fireproofing - Grout: Mix U/psi — Consolidation Masonry P13 - Units (block or brick) - — Mortar: Type/psi — Mortar Batching Struct Sleet P15 — Asphaltic Concrete - — Units: Block _______________________________ — Electrode Storage — Prestress Conc P14 — Rooting — Units: Brick _______________________________ — Torque Applied Pile Driving P16 — Feint. Steel - - Steel Fireproofing P47 — Steel - — H.S. Bolts — Waterproofing P48 — H.S. Bolts — Metal Decking .......,Non-Destructive P31 ... Soils Technician P22: - Tendon (PT Strands) - — Other ____________ — Electrodes — Fireproofing — Corrective action required Batch Plant P18 — Other ____________ — Other _____________________________________ — Bolt Pull-Out P33 — Other _____________ - __________________________________________ — Corrections completed ?Ia'1,3 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineerin opinion or project Control. INSPECTOR NAME L_€ .3.Acz.c. 4''IT"',Vf INSPECTOR COMPANY I.D. NO."61' 1,t (Print C earl INSPECTOR SIGNATURE S212_47l4,aJ.4Q W1t€ CERT. U _______________________ DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. '79 S 40 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C an Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (19) 247-8445 INSPECTION REPORT Project # I Project Name (per plans) C..? Project Address (legal) .2T3 Architect Engineer Report No. Building Permit No. Plan File No. Govt. Contract No.. OSA or OSHPD # - Contractor rio LL.. CS & r. Other INSPECTION CODE MAT'L SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 - Concrete Cylinders - Rift.: Rebar _____________________________ - Plan & Specs - OSA P11 - Cement - Rint.: W.W.F. ______________________________ - Clearances -- Specialty P49 - Mortar Samples - Rlnf.: Tendons . Positions - Mechanical PlO - Grout Samples - Conc.: Mix #/psl ___________________________ Sizes - Electrical P09 - Masonry Prisms - - Conc.: Mix #/psi - Laps Rooting P17 - Masonry Block - Conc.: Mix #/psi - Future Continuity #/psl - Concrete P12 - Fireproofing - Grout: Mix #/psl - Consolidation Masonry P13 - Units (block or brick) Mortar: Type/psi - Mortar Batching Struct Steel P15 Asphaltic Concrete - - Units: Block _______________________________ - Electrode Storage - Prestress Conc P14 - Rooting - Units: Brick _______________________________ - Torque Applied - Pile Driving P16 - Reint. Steel - Steel Fireproofing P47 Steel - H.S. Bolts - Waterproofing P48 - H.S. Bolts - Metal Decking ............jon.Destructiv'e P31 Tendon (PT Strands) - Electrodes ......./Soils Technician - Other _____________ - Fireproofing Batch Plant P18 Other ____________ - Other _____________________________________ - Corrective action required Bolt Pull-Out P33 Other ____________ - __________________________________________ Corrections completed it—t ô4 FtlLLt4i uJ G PA-A CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME ..__.C_)tSi4dZ4) -t.LL INSPECTOR COMPANY I.D. NO. -:91 Ic5 (Print C I INSPECTOR SIGNATURE V-",C~421 L CERT. # _________________________ DATE JO '3c 1 L.1lt NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . .. AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr. 0 42.240 Green Way 0 350 S. Maple St. 0 1311 Woodland Ave. 0 58945 Business Center Dr. 0 13641 John Glenn Rd. 0 Rio. 12 South, H.C. 31 0 200 Repetto Ave. Suite A Suite C Unit K Suite 2 Unit A Suite C " Boo 68-A Suite 0 San.Diego, CA 92126 Palm Desert CA 92260 Corona, CA 91720 Modesto, CA 95351 Yucca Valley, CA 92284 Apple Valley, CA 92307 Watertown, NY 13601 Pleasantvlllo, NJ 08232 (619) 695-3730 (619) 341-5790 - (714) 272-4230 (209) 576-0813 (619) 228-1754 . (619) 247-8445 (315) 788.7755 (609) 641-0344 FAX (619) 695-6712, FAX (619) 341-5794 FAX (714) 2724271 FAX (209) 576-0831 FAX (619),365-6908 FAX (619) 247-8029 FAX (315),788-7755- FAX (609) 641-0665 TEST NO PROJECT24cf) DATE JL 3C)tICit I.D. NO.: PROJECT NO.: 11342_. REPORTOF FIELD COMPACTION TEST TEST 9 LOCATION OF TEST cL 'V IJ.)1 FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM I DRY DENSITY I PERCENT RELATIVE • COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: . FA-tL 34 Ut3 5 5 TEST 9 LOCATION OF TEST () 1 - FIELD MOISTURE - OPTIMUM MOISTURE FIELD DAY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED 'REMARKS: . c5¼2 12 tto.t VZCp E4-zj q TEST 6 LOCATION OF TEST 8. ., . FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED. REMARKS: f:;L 41 E597 'tc TEST 6 LOCATION OF TEST f) c? ' FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY ' PERCENT RELATIVE COMPACTION PERCENT . REL. COMP. REQUIRED REMARKS L 4i- C4 LZ, t5 TEST 8 LOCATION OF TEST . . • . FIELD MOISTURE OPTIMUM MOISTURE FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY RELATIVE COMPACTION PERCENT.;PERCENT REL. COMP. REQUIRED REMARKS: ' AEL1O2 1041891 . - AMERICAN ENGINEERING LABORATORIES, INC. 7940 Arjons Dr. 0 42-240-Green Way 0 350 S. Maple St. 0 1311 Woodland Ave. 0 58945 Business Center Dr. 0 13641 John Glenn Rd. 0 Rte. 12 South, H.C. 31 0 200 Repetto Ave. Suite A Suite C Unit K Suite 2 Unit A Suite C - Boa 68-A Suite 0 San Diego. CA 92126 Palm Desert, CA 92260 Corona, CA 91720 ModestO, CA 95351 Yucca Valley, CA 92284 Apple Valley, CA 92307 Watertown, NY 13601 Pleasanlville, NJ 08232 (619) 695-3730 - (619) 341-5790 (714) 2724230 (209) 576-0813 (619(228-1754 (619) 247-8445 (315) 788-7755 (609) 641-0344 FAX (619) 695-6712 FAX (619) 341-5794 FAX (714) 2724271 FAX (209) 576-0831 FAX (619) 365-6908 FAX (619) 247-8029 FAX (315) 788-7755 FAX (609) 641-0665 TEST CJV PROJECT:CJ-gLIk) C DATE... ivte LD.NO.: - PROJECT NO.: I34Z. REPORT OF FIELD COMPACTION TEST . OIATI— OF TEST TEST # FIELD MOISTURE OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY - PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: A,,.. (4 1(044 85' etc;FA TEST 9 -. LOCATION OF TEST FIELD MOISTURE OPTIMUM .MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT I RELATIVE COMPACTION I PERCENT I REL. COMP. REQUIRED REMARKS: TEST It LOCATION OF TEST t-' a .-. A,j,..-,A ,i,? v I t2.' r,e ii.. FIELD MOISTURE OPTIMUM MOISTURE % FIELD DRY DENSITY P.C.F. MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: AtL 5 t[z, I EZ'&(c TEST II LOCATION OFTEST ( FIELD OPTIMUM FIELD MAXIMUM PERCENT PERCENT REMARKS: MOISTURE MOISTURE DRY DENSITY DRY DENSITY RELATIVE REL. COMP. P.C.F. . COMPACTION REQUIRED 9 A-1L TEST 8 LOCATION OF TEST LC~Z AOM a(_Ä)6.. c 4 5 FIELD MOISTURE OPTIMUM MOISTURE FIELD I DRY DENSITY P.C.F. - MAXIMUM DRY DENSITY PERCENT RELATIVE COMPACTION PERCENT REL. COMP. REQUIRED REMARKS: t5 '2.. -U2 4 AE1.102 104'891 ON W. Page 1 of AMERICAN ENGINEERING LABoIAtORIEs ; INC. 0 7940 Arjons Or., Ste. A 0 350 S. Maple St., Unit K b 515 Galaxy Way 0 58945 Business CIr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 - (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # 1/ Project Name (per plans) 4R1S OAD ..i'oS,S ROI'9 Project Address (legal) 2L730 /3.Z LoktE AVE. CRLS (SAO Ar'chitect (-C14 ARCH. Engineer I4c...f1 ' ARcI-L Contractor Rc/ eo,s,1rcic7tio,7 Report No, Building PermlNo. 1O 3 IS Plan File No. Govt. Contract No, OSA or OSHPD # Other INSPECTION CODE MATT SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST OSHPD P11 _.1 Concrete Cylinders ._. ....X Rint.(Rebar AS7?'l 4 '.5 ..... Plan & Specs OSA . P11 Cement _L.... Rlnt.: W.W.F. ...X.. Clearances Specially P49 - Mortar Samples ...,........L. Rint.: Tendons _____________________________ Positions Mechanical PlO - Grout Samples & Conc.: Mix A/psi S'/7/"2..5cC)pS Sizes Electrical P09 Rooting P17 - Masonry Prisms Masonry Block ............. Conc.: Mix #/psi - Conc.: Mix #/psi .....!... Laps - Future Continuity #/psi _X 'Concrete Fireproofing — Grout: Mix #/psl X. Consolidation Masonry - P13 . Units (block or brick) ..............L. Mortar: Type/psi — Mortar Batching Struct Steel P15 Asphaltic Concrete Units: Block . _._ Electrode Storage Prestress Conc P14 — Rooting Units: Brick — Torque Applied Pile Driving P16 Reinl. Steel ...._...... Steel Fireprooling P47 ..,...., Steel — U.S. Bolts Waterproofing P48 H.S. Bolts — Metal Decking — Non-Destructive P31 — Tendon (PT Strands) — Electrodes Soils Technician P22 — Other — Fireproofing Corrective action required — Batch Plant P18 — Other Other Bolt Pull-Out P33 — Other Corrections completed INSPECTION DATE: (F) .-c.p 'pae./ 3L0. S /OSfi4 S. L0 c 7t/OS, 13L01-77 3c, Lc,eR AV : "V1(, 90 - FiLet. 2732 Lc,ke. Av . 7 - 3J5 —17 ; e . / -.- CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, conpliés with approved plans, speCifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not cOnstitute engineering opintoA or project control. INSPECTOR NAME '_,rc._'e.1-- INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE L—Zj1'.----''" CERT. i 15 0 '/r( DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. San biego American Engineering Laboraiorie~, Inc. Modesto 7940 Aqons Drive, Suite A San Diego, CA 92 126 Corona (619) 695-3730 Yucca Valley Apple Valley LABORATORY NUMBER REPORT ON SOIL TESTS DATE ( .. AEL NO.: ( - 2. SAMPLE DESCRIPTION: (ZO(,Q4 C.tJ 4j FILE NO.: f I..J ic' JOB DATA: t3M7 627 . SAMPLE LOCATION: 5 aipIecJ CLIENT: ( Cvt11,o1& . . SPEC. SECTION: Sample No. . . Specifications/Limits Sample Size Sieve Size 2' 1 - ½ 3/4" /2 4 10 20 40 60 140 . 200 (Wash) & . Snd Equivalent Moisture Content ASTM 0698 Liquid Limit Plasticity Index Expansion Index CBR@95%RC . I Method ,ç 13 14 16 4 )\\ jX Maximum Dry Density, pcf ASTM D1557 or Cal. 216 Remarks: ,- ROEL CONSTRUCTION Report To: 1HCH & ASSOC. "Ap FSTCROIXCAPIRAL CORP. AEL105 (04189) AMERICAN ENGINEERING LABORATORIES, INC. Reviewed by: £ti22ftZ Sa'n Diego (619) 695-3730 . Yucca Valley Apple Valley LABORATORY NUMBER rnz REPORT ON SOIL TESTS DATE .g - N 9 6 AEL NO.: f -' - ' 4 •, JOB DATA: . CLIENT: eEuta 4Tc.i1PJ SAMPLE DESCRIPTION: L A SE SAMPLE LOCATION: 9 c,- - SPEC. SECTION: Sample No. . . Specifications/Limits Sample Size Sieve Size . 2" -. 3/4" ½" 80 DO 200 (Wash) Sand . Equivalent Moisture Content - ASTM 0698 Liquid Limit Plasticity Index Expansion Index CBR@95%RC Method - A-Value Maximum Dry Density. pci ASTM01557or Cal. 216 I 5- . . . - - - Remarks: Report To: AMERICAN ENGINEERING LABORATORIES, INC Reviewed by: . AEL105 (04/89) COLLINS 25 GENERAL ,- 'CONTRACTORS 11750 SORRENTO VALLEY RD. SAN DIEGO CA 92121-1085 619) 481-7700 FM: (619) 481-7436 - LICENSE # 393683 LETrER OF TRANSMITrAL Building Inspection Department k9 . . •. - 10: CITY OF CARLSBAD . DATE:_May21,1990 REF Carlsbad Oaks CITY Carlsbad, CA 92009 Carlsbad, CA ATTN:_Tim JOB #: 89-127 WE TRANSMIT: THE FOLLOWING:..,, . FOR YOUR: C - - -----.---...-- - HEREWITH D CONTRACT PLANS/SPECS Q APPROVAL D UNDER SEPARATE COVER SAMPLES El SELECTION El VIA PARCEL POST SHOP DRAWINGS . XX INFORMATION & FILES D BY PERSONAL DELIVERY El SUBMITTAL BROCHURES . fl USE D . . 0 PAYMENT APPLICATION . 0 PROPOSAL . 0 PROPOSAL REQUEST # ACTION U FIELD ORDER # U Iff Footing Inspections • REMARKS We are therewith forwarding one copy of Premier Business Properties' letter dated 5/16/90 and one copy of ICG Inc Footing Observation for Lot 16B. and 17 dated 5/10/90. This should meet your requirements. VERY TRULY YOURS, ____________________ Becky Wihite, Project Coordinator CC: File Test Reports/1 Field/1 EM/1 •• • PREMIER May 16, 1990: RE Ce IV Ms. Eileen Miller ; Cotolvs Project Coordinator Collins General Contractor 0 11750 Sorrento Valley Road San Diego, CA 92121- Re: Carlsbad Oaks Dear Eileen: In accordance with Note "C" on Sheet S-2, enclosed herewith is the letter from ICG regarding this approval of the footing observations for the above referenced job. We trust this meets the City's requirements. Very truly yours. PREMIER BUSINESS PROPERTIES. Michelle M. Cronunélin Project Coordinator, 0 Enclosures PREMIER BUSINESS PROPERTIES 2010 MAIN STREET, SUITE 215, IRVINE, CALIFORNIA 92714 (714)476-9122. FAX (714) 476-2611 Very truly yours, - .. ICG INCORPORATED' - Bryan Danielson, P.E. C 43494 Registration Expires: 6-30-92 Project Engineer 4 cc BD/bd Distribution':. (6) Addressee - Geotechnical Services, Construction Inspection and Testing ' ' V'ilMw • •; ' . TM E incorporated 11 C E i San Diego . . : NAy 1 '8 19q County Office 9246 Trade Place, May-1011-1990 '; .. . ' Cot Suite 100 . ' S . . . VS. L an Diego, A92126 Premier Business. Properties . Job. No..- 051-7941-001-00-60 619/536-1102 fax 619/5361306 2010 Main Street, Suite 215.Log No 0-1605 Tv-7a Y ri f,vvi Q11 A Corporate Office: 5Mason. .. Irvine, CA 92718 . . . . . . . . Attention: Ms., Michelle CrommelIn . ..' . 714/951-8686 .. . . . fax: 714/951-6813 SUBJECT': . FOoTING' OBSERVATIONS. Inland Empire Office: . ' Lot-16B and 17 - Carlsbad. Oaks Business. Park 1906 Orange Tree Lane Carlsbad, California Suite240 . . . .. : :. . . . .. ........ .- -. Rédlands, CA 92374 - . .. 714/792-4222' Gentlemen:- fax: 714/798-1844 Orange County Office: This. letter is in regard to the-"construct-ion of the footings- frvine 15 Mason CA92718 .for the above' referenced. project. ICG: Incorporated observed 714/9518686 all the footing excavations at the site The soil conditions fax: 714/951-7969 . . were found- t.. .be. consistent with those. encountered during our-- original soils investigation and described in our soils report -. for the. -project-. No" adverse -geotechnicaL conditions were observed which. would impact the foundation design for the structure Inspection of the concrete and steel reinforcement was provided by. American Engineering Laboratories. Written . documentation provided by their personnel .indicates that the.:. concrete and steel was in accordance with project specifications. .- . . . .. . ' . This opportunity to be of service is sincerely áppreciatedl. If.you should have any questions:, please do not:, hesitate to" contact the undersigned at your convenience CLIENT' ROEL CONSTRUCTION COMPANY, INC DATE: 11-19-90 3366 Kurtz Street San Diego, CA 92,110 Attn: Derek Davis PROJECT: CARLSBAD CROSSROADS, PHASE II PROJECT #: 058-00069 BUILDINGS F,G,H,I,J (1-1-342) Carlsbad, CA - ---- Gentlemen Enclosd are the inspection reports for the week(s) ending 11-3-90, 11-10-90 Should you have any further questions, please do not hesitate to contact our office PROFESSIONAL SERVICE INDUSTRIES, INC American Engineering Division Glenn-Harris, Division Manager S - - - 1-ROEL CONSTRUCTION CO 1-HCU & ASSOC 1-ST CROIX CAPITAL CORP 67, '1 7940 Arjons Drive Suite A . San Diego CA 92126 • Phone 619/695 3730 • FAX 619/695-67i2 Page lof / 'AMERICAN ENGINEERING LABORATORIES, INC. Arjons Or., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Sic. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # /1 3 2 / Report No. Project Project Archite Engineer 13 .' Q )/V (9/V( Contractor ?tflL iV.577-(/(//O4i' Building Permit No. Plan File No. Ce7Y Govt. Contract No. OSA or OSHPD If Other INSPECTION CODE OSHPD P11 MAIL SAMPLING QTY — Concrete Cylinders - MERIAL DESCRIPTION — Rint.: Reb "'i - INSPECTION CHECKLIST _án & Specs — OSA P11 — Cement - Rini.: W.W.F. d p ,'ç ± Clearances — Specially P49 — Mortar Samples - k... Rinf. Tendons p 6 ._±T Positions O er — Mechanical PlO Grout Samples — Conc.: Mix #/psi , ....±Sizes 132 Ar — Electrical P09 — Masonry Prisms — Conc.: Mix #/psi ' — Laps Roofing P17 — Masonry Block - — Conc.: Mix #/psi ___________________________ Future Continuity #/psi — Concrete P12 — Fireproofing Grout: Mix #/psi — Consolidation — Masonry P13 — Units (block or brick) Mortar: Type/psi — Mortar Batching _C.eStrucl Steel P15 — Asphaltic Concrete - — Units: Block ' — Electrode Storage — Prestress Conc P14 — Pile Driving P16 — Rooting — Reint. Steel — Units: Brick Z.'SteeI .4- 5'7'i' 42' C , 13 . ti: i?L — Fireproofing P47 — Waterproofing P48 Sleet — H.S. Bolts H.S. Bolts _______________________________ Metal Decking _____________________________ C .'rk D /L-4-... ' '7rAl),'i.4 ç i;;:' —/-,t' ,j — Non-Destructive P31 — Tendon (PT Strands) ..4Electrodes )3 2 54'/)/, ..'t1) ,L$ S 1/' v C 1 4 .L,L Soils Technician P22 — Other — Fireproofing .L...-Corrective action required - — Batch Plant P18 — Other — Other _____________________________________ —'Boll Pull-Out P33 - — Other __________ - : — Corrections completed INSPECTION DATE: 'A/,-- / /A/ 6 c,vKd 4e c f1/i'ii i-c ,iL p- T IA/tdP14LTi ''', /i '/>—// — Cof2c/ 174/s S / I/ /. (7 C ,C-4'tTi. C/"7 J4//T L 5-# Ti 2- y-3 2'd FZ- - - , oF IAV 6 540W16S ,7. c 1,- / .. CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME 4 (3? IAY/ 1? A)' INSPECTOR COMPANY I.D. NO. INSPECTOR SIGNATURE # /1,9' DATE ./ 0 NOTE: Inspections based on 4 hour minimum, 8 hour minimum afte ours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Page 1 of / AMERICAN ENGINEERING LABORATORIES, INC. '4940 Ajons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project # //3 !/Z . / Project Name (per plans) C,lieLs 1.? A d CI? S le OddS RLs'c. f:: Project Address (legal) 2 72 p Lk 12_.4- vi Architect /j C /1 /2.41? Engineer 13 L/ 1? K E I/VC /1/ C Contractor £9 i.L (/t(f/, (1 7 Report No. Building Permit No. 7e9 0 i V Plan File No. *J1, C1itL5 'JW Govt. Contract No. OSA or OSHPD # Other__________ INSPECTION CODE MAT'L SAMPLING OTY MATERIAL DESCRIPTION INSPECTIO)I CHECKLIST. OSHPD P11 Concrete Cylinders - Hint.: Rebar --!"Plan & Specs ' OSA P11 Cement Hint.: W.W.F. JV .L........ Clearances 10 Specialty P49 Mechanical PlO Mortar Samples Grout Samples Hint.: Tendons - Conc.: Mix #/psl Positions 0 Sizes 40 Electrical P09 - Masonry Prisms .....L... Conc.: Mix #/psi ._ laps - Rooting P17 - Masonry Block - Conc.: Mix #/psi Future Continuity #/psi Concrete P12 Fireproofing - Grout: Mix #Ipsi - Consolidation Masonry P13 Units (block or brick) - Mortar: Type/psi Mortar Batching Strucl Steel -- P15 Asphaltic Concrete __...... Units: Block _______________________________ .4 Electrode Storage - Prestress Conc P14 - Rooting ...................... Units: Brick Pile Driving P16 Relnf. Steel _'Steel ,Ih'//?L I/A Lc/i- Fireproofing P47 Steel — — H.S. Bolts S .4.-i4- LA../ Waterprooting P48 H.S. Bolts Metal Decking 7•/S 7/X/4 Non-Destructive P31 Tendon (PT Strands) 4= Electrodes £7t'/R' 2 If ,4.i P' Soils Technician P22 — Other ...................... — Flreprooting Batch Plant P18 Other — Other Corrective action required Bolt Pull-Out P33 — Other — Corrections completed INSPECTION DATE: T,9-C i1t "-V 's A- 6- L v ,'7#tj SA d d i-' s - ni742_s' 74 trn A- / e"r/L 1/ ,Vi ,'- , Ø4A1 1'115 Fo,g 1?5 T/i- c/ e v2 1 t. ,(/6' 7 y2-dii? 0 9L77t CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers, the locations of the work inspected only and does not constitute engineering opinion or project control. INPECTOR NAME A b'/ 'v /?29 Ji'_"1 '*/t' .2? >)" INSPECTOR COMPANY I.D. NO: (/ o (jPnl Clearly) INSPECTOR SIGNATURE CERT. # 3 ,9' DATE / 0 - NOTE: Inspections based on 4 hour minimum, 8 hour minima ,tter'4 hours, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. . - Page lof/ iIERICAN ENGINEERING LABORATORIES, INC. 6'940 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 (714) 272-4230 (209) 576-0813 (619) 228-1754 (619) 247-8445 INSPECTION REPORT Project /f I I ./ 1-1 I—. Project Name (per plans) R I c 134 d c s.c A i'-I LLC1G, £ Project Address (legal) 2 -7 2 0 L. e' 're.- , A Architect H ?4RTNE,1' r Engineer Contractor / 0 .E Report No. Building Permit No.7" Plan File No. C/ 9'e'/' ci'/ Govt. Contract No. OSA or OSI-$PD # Other INSPECTION CODE MATT SAMPLING QTY MATERIAL DESCRIPTION INSPECTION C)jEJKLIST OSHPD P11 Concrete Cylinders - Rint.: Rebar _______________________________ Plan & Specs '7 - OSA P11 Specially P49 ...... Cement Mortar Samples ...._. Rift.: W.W.F. ________________________ Rinf.: Tendons ... Clearances £0 Ar Positions— co - Mechanical PlO - Grout Samples Conc.: Mix #/psl .. Sizes 9 Electrical P09 Masonry Prisms - Conc.: Mix #/psl ___________________________ -Laps Roofing P17 Masonry Block Conc.: Mix f//psi - Future Continuity f//psi - Concrete P12 Fireproofing .............L... - Grout: Mix f//psi ____________________________ - Consolidation _,J4as0nry P13 Units (block or brick) Mortar: Type/psi ............ Mortar Batching ,."Struct Steel P15 Prestress Conc P14 Asphaltic Concrete Roofing Units: Block _______________________________ Units: Brick - Electrode Storage Pile Driving P16 Rein!. Steel Steel ,4$17l ,4 — 3 t ' i,'iI/ E,.e '41T/'t ..&' J7 404J Fireproofing P47 — Steel ..±. H.S. Boils 4 - 3 122 /,ç .,1L 1±... Waterproofing P48 Non-Destructive P31 — H.S. Bolts Tendon (PT Strands) — Metal Decking Electrodesf %415' E 7/'/J2j/ Soils Technician P22 — Other _____________ — Fireproofing ....-eorrective action required Batch Plant P18 — Other _____________ — Other _____________________________________ Bolt Pull-Out P33 Other — Corrections completed INSPECTION DATE: (A/1 ia2-, £2 CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, complies With approved plans, specifications and applicable sections of the building codes. This report covers the locations of the Work inspected only and does not constitute engineering opinion or project control. INSPECTOR NAME ' h J3oi.' L-. INSPECTOR COMPANY I.D. NO. (Print Clearly) INSPECTOR SIGNATURE (-t1t-1-"..f L,'!FL-VY CERT. #_L( ,) / DATE / / / ,- (i NOTE: Inspections based on 4 hour minimum, 8 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. Page 1 of AMERICAN ENGINEERING LABORATORIES, INC. 6.140 Arjons Dr., Ste. A 0 350 S. Maple St., Unit K 0 515 Galaxy Way 0 58945 Business Ctr. Dr., Unit A 0 13641 John Glenn Rd., Ste. C San Diego, CA 92126 Corona, CA 91720 Modesto, CA 95356 Yucca Valley, CA 92284 Apple Valley, CA 92307 (619) 695-3730 - (714) 272-4230 (209) 576-0813 619) 228-1754 (619) 247-8445 INSPECTION REPORT Project# Project Name (per plans) _CA Sf7/Id' (/Z t ç Project Address (legal) 2 7247 LO /1' iY A Architect Engineer Contractor 912 . L Report No. ________ Building .Permit No. Plan File No. CT/ ,/— Govt. Contract No. OSAorOSHPD# - Other INSPECTION CODE MAIL SAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - OSHPD . P11 - Concrete Cylinders - Rint.: Rebar _____________________________ ......... Plan & Specs - - OSA P11 Cement . __. - Rini.: W.W.F. ______________________________ Clearances Specially P49 Mortar Samples Am!.: Tendons _____________________________ - Positions Mechanical PlO Grout Samples. . . - Conc.: Mix #/psl ___________________________ Sizes Electrical . P09 Masonry Prisms -. Conc.: Mix #/psi Laps - Roofing P17 , - Masonry Block - Conc.: Mix #Ipsl ___________________________ -. Future Continuity #/psi - Concrete P12 - Fireproofing Grout: Mix #/psl - Consolidation - Masonry . P13 Units (block or brick) Mortar: Type/psi - Mortar Batching Struct Steel P15 Asphaltic Concrete - Units: Block _______________________________ Electrode Storage Prestress Conc P14 Pile Driving P16 - Fireproofing P47 _ Rooting . - Rein!. Steel Steel Units: Brick ,2 Steel ,1$'Z7t4 - ..4,3 4 c . H.S. Solis • - 3 d,41 ,.c.:1 - Waterproofing P48 -. Nan-Destructive P31 . - H.S. Bolts Tendon (PT Strands) .. Metal Decking ..... Electrodes/2' Soils Technician P22 - Batch Plant P18 - Other _____________ - Other _____________ Fireproofing Other _____________________________________ _Corrective action required '6t I3i-Lti - Bolt Pull-Out P33 Other _____________ ...__ . - Corrections completed INSPECTION DATE: // 7 Lc/i2/( cL . -7 D. / tiA. n - ,ddZtS 7• 7uAA/ .fr CERTIFICATION OF COMPLIANCE: All of the reported work, unless otherwise noted, Complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinIon or project control. INSPECTOR NAME 79 ,L7d'b /?5' INSPECTOR COMPANY I.D. NO. (Print Clearly) . INSPECTOR SIGNATUR ERT. # . 'V J 9 DATE NOTE: Inspections based on 4 hour minimum, 8 hour minimum after 41, 2 hour minimum for all cancellations. Overtime effective on Saturday and after 3:30 p.m. on weekdays. LZ 4. * •44; AEL - AMERICAN ENGINEERING LABORATORIES - .- . .• -r- - - :4 SañDiego. -Corona. Modesto Yucca-Valley . Apple Valley SUMMARY OF COMPRESSION TEST RESULTS -, •. . .-.. 4 . PROJECT NAME- NAME .-. CARLSBAD CROSSROADS Is .4. AEL PROJECT NII'lBER .11342 .1 Material CONCRETE Mix Design 6816 - Specified 3 Sluip Inch 4" - NuiberCast 3 CLIENT NAME ROEL CONSTRUCT ION COMPANY SAMPLE LOCATION 4 •_4_ 4 -., •i_ 4 444 - .4 IN STRUCTURE CORNER PANELS E5 & E6 . ..-- -,- ..4.• . .4' •-.1 •. • . -.4 -. .. . 4. - .- 4. 4 -4. ULTIMATE COMPRESSIVE-.STRENGTH, P S I TESTA AEL - OTHER: LAB DATE SLIR'lP -. ' 7 14 28 60 DESIGN NO. - -. CAST. -.INCHES - - - - DAY- . DAY DAY DAY -: DAY PSI:. -• -. - - 630410/12/90 5" 4850 5910 5000 - .4.. 5870 4- 4' ,.* •.. •' .4* • l•. . - •-- 4. - -2. Remarks: 444 - ' - -. ., . - - .4 • .-•- .. - •1 - - • "Reviewed:by:, -. -- - ,• - - Report Distribution: - ROEL CONSTRUCT ION COMPA I 14 ?2e r 171 HH & ASSOC Patrick Mc Grath -Laboratory Manager AMER ICAN ENGINEERING LABORATORIES, INC (619) 695-3730 7940 Arjons Drive, Suite A San Diego, CA 92126,. -. f -.4* 4 'ES.GIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 ' SAN DIEGO, CA 92.123 (619)560-1468 -• DATE I/o. /o OAP UR OEIS JURISDICTION HECKER []FILE COPY PLAN CHECK NO: eq- cf?42. SET: ffl DDESIGNER PROJECT ADDRESS 7 -1-72,1g.L,Le- PROJECT NAME (5 LLPLO )cl ?orjc L-rq P44 A fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. . . . . The plans transmitted, herewith wi11 substantially comply with the jurisdiction's building codes when minor deficien- cies identified on 4h4.hd . are resolved and checked by building department staff. D. The plans transmitted herewith have sigñificânt deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith, is for your information. The plans are being held at Esgil Corp.. until corrected plans are submitted for recheck. .. . . . . . The applicant's copy of the check list is enclosed for the jurisdiction to.-return to. the applicant'contact person. a*ac.b4 eheci . The applicant's copy of the ahss` fiat has been sent to 4+ !44. rtrs . . 477 (,1f,M a Ave. '. Esgil staff did not advise the applicant contact person that plan check has been completed. . . Esgil staff did'advise applicant that the'plan check has been completed. Person contacted: Date contacted Telephone #_________________ REMARKS: . . .., . . . By ..DczIc1 Enclosures ESGILORPORATION .. . . . .., GA Liii AA [II vw 0DM 10 Er a __-4wTir11 w W!Z n P. (r1 Milo PAIILe '_a'!_-4'i!LJi W91 Alrow1mil; -_ VW VAMMI 1 URIS01CT]ON_CrI9 Lp A DatcjJO5/1. PROJECT ADDRESS:730 - To:4rLQr 1277 'ifeV?4€2 4I-U. pr1 D?o I4- gI23 PLCORECTtN SHEET Plantheck No. 62 - 2. ]1tt FOREWORD: PLEASE READ Plan check is limited tá..te'chnicai requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nation Electrical Code and state laws regulating energ conservation, noise attenuation and access for the handicapped. The plan check is. based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the-plans will be in conformance with the cited codes and regulatior Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the 'lation of any state, county or city law. A. PLANS Please make. all corrections on the origina tracings and submit two new sets of. prints and any original plan sets that may have beenrettirhed to yoiibythc jurisdiction, . .' T1 51 r' t LV It I *10 0- (D 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. The following items have not been - resolved from previous plan.reviews. The original correction number has been given for your reference. Please contact me if you have any questiOns. regarding these items. . Date p1an3 received by pla, checker__________ Date._3pian check completed /O3/gO By.A2.toczIP7 .- ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 S (619)560-1468 DATE g /Isf 6cf ~JURISDIN JURISDICTION: (l€kri ER FILE COPY PLAN CHECK NO: Pq SET: ]I UPS EJDESIGNER PROJECT ADDRESS 73p-73, LrLr -Ave PROJECT NAME LLEL'3)a5tQI.tS L-rD P+s fl The plans transmitted herewith have been correctedwhere necessary and substantially comply with the.jurisdiction's building codes. The plans plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- des identified are resolved and checked by building department staff. The plans transmitted herewith have 'significant deficiencies identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corp until corrected plans are submitted for recheck E The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The appl.icant's copy of the check list has been sent to: H !. Pa4n a-i- Esgil staff did not advise the applicant contact person that plan check has been completed .Esgil staff did advise applicant that --the plan check has been completed. Person contacted: Date contacted: . . Telephone # _. REMARKS: .. .... . .5 q7 By 'i5ero ..Lcsfa, Enclosures i7 ESGIL CORPORATION 13'GA-E AA 11 vw DM __• N! L_ NOW KIL n 1p ------=-- --- - URI SDI CT ION: _PP/ Liz h1.__Date PROJECT AD DRESS: 273O-273e TO: I4r 1 tzP, 477 vrW2 .i# 1)Po PLM CRRCC1ION SHEET Plan! Deck No. q— g;!2 FOREWORD: PLEASE READ, Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nations., 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 Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will, be in conformance with. the cited codes and regulations Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation'of any state, county or city law. A. PLANS 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 you by the Jurisdiction, to:-r-$G,IL. (OQPO Cz I.1"IO1 O Via ST r 2I2 To facilitate rechecking, please identify, next to each circled item, the sheet of the plena upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. Date' plans received by plain checker__________ Date plan check completed 41 ___________ By, 6ec'(, .iPt-te1 ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92 123 (619)560-1468 DATE 7/14/PA' [JA NT JURISDICTIO JURISDICTION: Cpr PLANCW ER • [JFILE COPY PLAN CHECK NO: g_?,'2. SET: I CUPS [JDESIGNER PROJECT ADDRESS:,73 -Q7S LoLr .&z PROJECT NAME (5LL3LDC') osso&r) LJTD PsU M The 'ins transmitted, herewith have been corrected where necesary and substantially, comply with the jurisdiction's building codes. The plans transmited herewith will substantially comply .with the jurisdiction's building codes when- minor deficien- cies identified are resolved and checked .bybui1d1ng department staff. - The plans transmitted hereith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for: a. complete recheck. U The check list transmitted herewith is for your information. The"plans are being.he,ld at Esgil Corp. until corrected plans'are submitted for recheck. M.The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applica1P .1nt's copy of the check list has been sent to 14244 Pr -. 4y7 Vfc ,r 4px 'C '3eir,e5 0 . zt •'. Esgil staff did not advise the applicant contact person that'.. plan check has been completed. 0o LI Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date ôontacted: - Telephone fl REMARKS: By: - Enclosures:____________________ ESGILCORpORATION 0 • EGA DAA *VW CD DM • 0 • 5'. -. - '• -. PLAN NO. - 9:3 2. * PLAN CORRECTION ocr. JURISDICTION: (?prLbori GENERAL'COMMERCaAL Date plans-received by jurisdiction: . • -Date plans received by Esgil Corp.:_ 7/6 TO: ..Date initial plan check completed: 177 V?u,r1pc " 5- ...: 7//4/84'.By: r t)?0 (I `A 9I23 -C1ib Applicant contact perion: PFdX1ECT DATA ___ OCCUPANCY: £3- Q - • Tel. 5_ BUILDING USE: 4 _•)kcdI_c3ti4 TYPE OF (XSTRUaIC: V j. •.. Plan check is limited ..to •téchnical requirements contained in the Uniform Building Code, Uniform ACTUAL AREA: f=_ 5_F , Plumbing Code, Uniforth Mechanical Code, National - g I P' Electrical code and state laws regulating energy aj;jp,jQjnn * The plan check is - 0 e a 10 i-i_=_.q6 _. ~~Rnforced' y the Building Inspection Department. You may, have other corrections based on laws and 0F__j_._6 ) S ordinances enforced by the Planning Department ., gineering Department or other departments AI1ABI1 AREA: 1IrfL 11fL Present- California law mandates that construction STORIES: _- comply with Title 24 and the applicable model code editions adopted, with or without changes,,by the % various state agencies authorized to propose - . building regulations for enforcement at the local level. Code sections cited are based on the. - . . •- 1985UBC. OCCUPANT LOAD: p__I, __96. . . The circled items listed need clarification, - REMARKS: SOOO-F(b5rC)_ 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), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any, state, county' or city law. To sp6ed~up the recheck process.,note on this list - (or a copy) where each correction item has been ' - • S - addressed i.e.. plan sheet, specification. etc. - S - - • Be sure to enclose • the marked up list when YOU submit the'revised lans. • , NOTE: PAGE NTh4BRES ARE NOT IN SJThCE AS PAGES HAVING NO ITEMS I)ING CORRECTIONS W flLTTh. 4. List No. 80, GENERAL COMMERCIAL, WITHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS 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 you by the jurisdiction, to: - - Esgil Corporation, 9320 Chesapeake Drive,' Suite 208, San Diego, California 92123, (619) 560-1468. '. Please make all corrections on the àriginaI tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to:" The jurisdiction's building department. B. GAL / Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, ' addresses -and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. 'Please include, the California license number, seal; date of license expiration and the date. the plans are signed. ,Business and Professions Code. Indicate on 'the Title Sheet whether or not a grading permit is required for this project. / Show on the Title Sheet all buildings, structures, walls,"etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed*should be clearly identified as "not included"' on the site plan or Title Sheet. () Provide a' Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: 'po—of tru toriee Height- justification to exceed allowable area in Table 5-C. _(if applicable), ustà.f-.eation t-e---exeood allowable height- or starlet in Table 5 D. (ifali,e) / Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and/or used 'within the building which exceed the quantit)es listed in UBC Table 9-A. 11. Specify the uses of all rooms or areas. C. SITEPLAN Gwr,aPndfr.,arnh10r'0P 12 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 demolished, buildings to be constructed under this permit and any proposed future buildings. Clearly designate 'any side 'yards' used to justify increases in allowable area based on Section 506. Show on the site plan all proposed'walls, retaining walls, and fences. Specify their heights', on the plans. Provide construction 'details if a ,part of this permit. 17 Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent' buildings and structures on the site plan. - 'Show and dimension on the site 'plan all I' building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. () Show on the site plan, or provide the grading plans, showing , finish ' floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. .- S&cclaQOu 20. Show dimensioned parking layout including any 'ui'red disabled access spaces. ,..-4. Tar - (21) Show 1e location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Provide a reference on the site plan to any details or specifications for required' site improvements to comply with the 'Title 24 'disabled access requirements. D. LOCAflON ON PROPERTY When two or -more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c). An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building. If this acception is used, show how the building(s) will comply with Section 505. 4. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall• and' opening protection of the existing building me'et"the criteria of Table 5-A and Part IV. Section 504 (c). Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection •of court walls, per Section 504 (c). See possible exception. ' Please show how the,court walls will be made to comply with Section 504 (c). The exterior walls less than feet to a property line or- an assumed property line, shall be fire-rated construction. Section 03. I. Exterior walls shall have a 30 inch parapet / when less than feet to a property line or an assumed property line. The 'uppermost 18" of such parapets shall be noncombustible. (see exception, Section 1709.) 4'. The exterior wall shall have protected openings / (3/4 hour) when closer than feet to , a property line or an assumed property line. Section 03. 1. The exterior walls shall have no openings when / - closer than __ feet to a property line or : an assumed property line. Openings include windows, doors, scuppers, vents,- etc. Section 03. Eaves over required windows, shall be not less I than 30 inches from side and rear property lines. Section 504 (a). Combustible projections located where openings / . are required to be protected shall be heavy timber or one-hour 'construction. Section 1710. Projections may not extend more than 12,inches into areas where openings are not allowed. Section 1710. Projections over public property must comply I with Chapter 45. . S Projections may not extend more than one-third / the dist:ance from the exterior 'wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive. Section 504 (b). Fire-resistive exterior wall construction / shall be maintained through •attic areas. Section 4304 (c). When' openings are required to be protected due / to location on property,, the sum of openings shall not exceed 50 percent of the total area of the wall in each story. Section 504 (b)., A' covered pedestrian walkway must comply with the requirements in Section 509. Exterior exit balconies cannot be located in I an area, where openings are required to be protected.' Section 3305 (i). 3/. Ext'erior' stairways shall not project' into 1 yards,- where protection 'of openings is ':'required.,,Sectjon,33O6 (n). Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of 'one-hour construction for a height of 10 feet above the court or yard grade. 'Openings -shall be protected by fire-assemblies having a rating of' not less than three-fourths-hour. Section '3301 (b) definition and Section 3311 (d). 41. Structural elements exposed in walls required I to be, fire-resistive construction due to location on property must have the , same fire-- resistive rated protection as the wall, or as - required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702. /. Openings for scuppers', mechanical equipment- vents, foundation vents and similar openings have to, be protected where openings are required to be protected. Table 5-A, Section 03.- E. BtJILDI AREA' 44. When a building has more than one occupancy,- the area shall be such that the sum of the - ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 (a). - As shown, the building(s) is/are over area for f - the Type of Construction shown. Table 5-C. 4/25/89 ' ' ' ' ' 3 The total floor area of a multi-story building f - cannot exceed - twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506. No single story can exceed the basic area I allowed by Table 5-C plus the increases allowed by Section 506. II. Unless considered a separate story, the floor I area of a mezzanine shall be included in calculating the area of the story in which it is located. Section 505 (c). A basement need not be included in the 'total allowable area, provided such a basement does not exceed the area permitted for a one story building. Section 505 (d). F. AREA SEPARATION WALLS Area separation walls may separate portions of a building and allow, each portion to be considered a separate building, however, the area separation wall must be four-hour in' Type- I; II-F.R., III and IV buildings; and two-hour in Type 11-one-hour, Type 11-N and Type V buildings. Section 505 (e) 1.. Openings in four-hour area separation walls are , required to be protected with three-hour fire- resistive assemblies, and 1-1/2 hour fire- assemblies in two-hour area separation walls. Section 505 (e) 1. Openings in area separation walls are limited to 25 percent of the length of the wall in each story. Section 505 (e). J. If area separation walls do not extend to the outer edge of horizontal projections, (balconies, roof overhangs, canopies, marquees and architectural projections), and the projecting elements contain concealed spaces, the wall shall extend through the concealed spaces to the outer edge of the projecting - elements.. The -exterior - walls, and projecting elements 'above, must be of one-hour construction on each side of the area separation wall for a distance equal to the depth of the projecting elements. Walls supporting the exterior walls must be one-hour. Openings in the one-hour walls must be protected with three-fourths-hour assemblies. Section 505 (e) 2. I. All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing, if the roof/ceiling is two-hour construction. Two-hour area separation walls may terminate at roofs, of entirely noncombustible construction. 'Section 505 (e) 3 Two-hour area separation walls may terminate at the roof sheathing provided that: a.'-- Where the roof/ceiling framing elements are parallel to the walls, such. framing and elements supporting such framing 'shall 'be of not less than one-hour fire-resistive construction for a width of not less than 5 feet on each side of the wall. - b. Where roof/ceiling framing elements are perpendicular to the wall, the entire span of such framing and elements supporting such framing shall be of not less than one-hour, fire-resistive construction. C. Openings . in the roof shall not be located within 5 feet of the area separation wall. d. The entire building shall have a fire retardant roof 'cover in accordance with Section 3203 (g). Section 505 (e) 3. Area separation walls,' which separate portions of buildings .having...different.heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construction with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling elements, if parallel to the wall, are one-hour construction for a 10 foot width along the, wall at the lower roof; where the lower roof/ceiling elements are perpendicular to the wall, the roof/ceiling elements shall be one-hour for the entire span. In each case, construction supporting the roof/ceiling shall also be one-hour construction. Section 505 (e) 5. No openings in the lower roof are permitted within, 10 feet of the area separation wall if parapets are not provided. Section 505 (e) 5. Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i.e., Item Number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of'5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406). 4/25/89 . '. I. Parapets of area separation walls shall have I noncombustible faces for the uppermost 18 inches, including 'counterf lashing and coping materials. See the attached article, "Area Separation I Walls . Revisited", and incorporate appropriate data and details on your plans. Provide complete details of the area separation f wall(s) to show, compliance with Section 505 (e) 1-5. - Provide a note on the plans' stating: "Plumbing I and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". Section 4304 (e). BUILDING 1111cr/STORIEs Clearly show the maximum building height based I on-the definition in Section 409. Clearly show if the lower level is a basement I or story, based on the definitions in Section - 403 and 420. 6/. Plot the finish grade (adjacent ground level) / on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. El. The height and number of stories cannot exceed I that shown in Table 5-D. Show the code basis for the height/number of stories as shown. One additional story would be permitted beyond / that shown in Table 5-D if-the building is sprinklered throughout and the sprinkler system is. not otherwise required by Section 506 (area) or Section 508 (substitute for one-hour). Section 507. Towers, spires and steeples shall comply with I Section 507, Exception 1. FM-3MSISTIVE CONSTR=ON Where one-hour fire-resistive construction 'is / required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive, requirements for: occupancy separation, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, corridor protection, stair enclosures, . exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715. Section 508. Provide details of the one-hour fire-resistive' construction. Include roof/ceiling assemblies, . floor/ceiling assemblies, wall assemblies,' ..post and beam assemblies, etc. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304 (e). ' Detail and reference ICBO number or other I ' approval for horizontal fire assembly using trusses. Section 4303 (b) 6. A. Detail how fire-resistive wall and ceiling 1 protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303 (b) 6. f Roof/ceiling and floor/ceiling assemblies must be of one-hour construction. Detail-fire assemblies on plans along with their ICBO number or , other . I.D. number from the Fire- Resistive Design 'Manual published by the Gypsum Assoc., or U.L. number or item number ....from Table 43-C. tJBC. Detail water heater vents located inside fire- resistive wall construction or within fire- resistive shafts. Section 1706 (a). 7J. Detail pre-fabricated fireplace flues within I individual fire-resistive shafts and specify, fire-stopping around fireplace box opening. Section 4304 (e). 7J. Clearly identify location and hourly"f ire- I' resistive rating of vertical shafts on the, plans. Provide construction details showing location -of fire dampers and how 'fire resistivity will be maintained at floors and roofs. Section 1706. jl. Detail column fire protection per Table 43-A 1 in the' UBC and specify .- column impact protection in 'garage areas per Section 4303 (b) 5. As a minimum, show 'a 22 ga. steel jacket around each - column to a height of 3 feet above the ground for impaCt protection. Structhial members such as beams supporting / more than one floor or roof must be individually 'fire protected. (Section 4303 - (b) 6.) Detail required protection. 4/25/89 5 - Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per -Table 43-B and C. Clearly specify minimum cover for bonded reinforcingat ____ -fire-rated floors, fire rated columns; fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire - separation walls as specified in - Section 4304 (e). Detail all furred ceilings as required in Section 4203, Show fire-retardant treated wood where necessary. E1. Clearly label and identify"on"lthé''plazis.the / fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit 'courts less than 10 feet wide and exit 'enclosures, along with their hourly ratings. Section.302 (a). I. INTERIOR WALL AND CMMG FINISH t. Foam plastics shall not be used as - interior finish except as provided in Section 1712. When walls and ceiling are required to be fire- resistive or noncombustible, the finish material shall be applied directly against such, fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped' not to exceed 8 feet in any direction. Section 4203, 1.' When finish- materials are set out or dropped I more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. L. Hangers' and assembly members of dropped I". ceilings below a 'one-hour ceiling assembly shall be noncombustible materials except' in Types III and V construction,. where, fire- retardant treated - wood may be.' used. Section 4203, 2. 4 . All interior wall. or ceiling finishes" less than f - 1/4 inch thick shall be applied - -directly against a noncombustible backing - unless,'it is in accordance with an approved tested assembly. Section 4203, 4. 88. Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in - UBC Table 42-B." A -hour occupancy separation 'is required between occupancy and the occupancy. Table 5-B, Section 503 (d), Tables 43-A,'B, C and chapter 43. (See exceptions in Section 503) Administrative and clerical offices and similar -rooms need not be separated from other occupancies provided they are less than 750 sq. ft.,-less than 25 percent of the floor area of the major use and not related to an H- 1 or H-2 occupancy. Section 503 (a). - 9/. Provide -hour fire-resistive door f assemblies in the -hour ' occupancy - separation. Section 503 (c). A B-i occupancy in .the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. The. - building -above may also be considered a separate and distinct building - for the purpose-of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: B-i is Type I construction. - 'B-1/B-2 is separated by a three-hour occupancy separation. C. B-i is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. The maximum building height' does not exceed the limits in Table ,5-D for the least type 'of construction. The Type I construction is required to have f protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in' exterior walls less than S feet from a property line. Section 1803 (b). All openings in floors forming a three-hour f, 'separation shall be protected' by vertical enclosures above and below the opening. The wails of such enclosures shall be not less than two-hour, f±-re-resistive construction, and openings therein shall be protected by a one and-one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. 4/25/89 ' ' - 6 9/ Structural members supporting an occupancy / separation must have the same fire-resistive rating as the"separation. Section 503 (b). 4. No openings are allowed in a four-hour fire- resistive occupancy separation wall. Section 503 (c). 94. Openings in a three-hour fire-resistive I separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 s4. ft. Section 503 (c). 91. A two-hour fire-resistive separation shall be .( not less than two-hour.., fire-resistive construction. Openings.. shall be protected .bya one and one-half-hour assembly.,' Section 503 (c). A one-hour fire-resistive separation shall be I not less than one-hour fire-resistive construction. Openings shall be protected by..a one-hour assembly. Section 503 (,c). Occupancy separation wall penetrations must be / either ferrous or copper and fire-stopped. Steel electrical outlet boxes, not exceeding 16 sq. inches and not exceeding 100 square inches per 100 square feet of wall may be installed and shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304 (e). l92. Fire-resistive floors used for occupancy /. separation shall have openings for mechanical and electrical equipment enclosed in. shafts per Section 1706. 113. Clarify that wiring within concealed spaces ( complies with the Mechanical Code and UBC Section 4305 (e). 1/4. Ducts penetrating one or two-hour occupancy ( separation walls must have fire dampers. A fire door is required for three-hour separations.. Section 4306 (j). Usable space under the first story shall be / enclosed and shall be separated from the non- usable space as required for one-hour fire- resistive construction and the door to the usable space shall be self-closing, of noncombustible construction or solid wood core, not less than 1-3/4 inches in thickness'. Section 1703. . . 1/6. Show the basis for the' rating, of the occupancy I separation you' propose, i.e., Item 'number in Table 43-A, B, C; Gypsum Fire-Resistive Design Manual; U.L., etc. 194. Unless the entire building is sprinklered, / storage areas in excess of 1000 sq. ft. (3000 sq. ft. if storage area is sprinklered and not otherwise required to be) in connection with sales occupancies shall be separated from public areas by a one-hour fire-resistive occupancy separation. Section 702 (b). l9. In all occupancies, floors above the first f story having 10 or more occupants, shall have not less than two exits. Section 3303 (a). In areas where the occupant load exceeds -, two exits are required. See T.M.1.'-A Rooms with more than 10 occupants may have one exit through one adjoining room. Revise exits to comply. Section 3303(e). /i. Exits should have a minimum separation of one- half the maximum overall diagonal dimension of the building or area served. Section 3303 (c). 3,/2. The maximum number of required 'exits and their required 'separation must be maintained until egress is provided from. the structure. Section 3303 (a). lk Where a required exit 'enters a yard or court the minimum width of the yard or court 'shall be 44" and the yard. must be unobstructed and lead to a public way. Section 3311 (b), Section 3301 (b). l)(. Where required exits enter an exit court (see definition, Section 404 and 3301), the exit court must discharge into a public way or exit passageway. The exits . from the exit court shall comply with Section , 3311 (d) requirements for width, number, and protection of walls and openings when the occupant load exceeds 9. Change in width in a .exit court shall be effected gradually by a guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 3311.(b). Walls of exit passageways shall be without f openings except exits and shall have walls, floors and ceilings of the same fire- resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312 (a). 3/7. Basements require two exits. f , 'Section 3303 (a). 4/25/89 ' 7 143. Total width of exits in feet shall be not less than total occupant load served divided by 50. Tributary ócupant load from basements and stories above shall be per Section 3303 (b) and the maximum width required for any story shall be maintained. No point in the building shall be more than 150 1 feet (200 if sprinklered) from an exterior exit, horizontal exit, enclàséd stairway or exit passageway,- measured along the path of travel. This may be increased 100 feet if last 150 feet is in a corridor. Section 3303 (d) (See-exceptions). Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304 (b). - - - -- - 17L. Exit doors should swing in the direction of / egrees when serving an occupant load of 50 or more or when serving any hazardous area. Section 3304 (b). See doors ..ScaQoo4 rto4e 122 Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3304 (c).] 1. Exit doors from assembly rooms with 50 or more I - occupants shall not be provided with a latch or lock unless it is panic hardware. Section 3318. 171. All doors and gates, within the exit path from / an assembly room to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section 3318. 17k. Exit doors should be a minimum size of 3 feet I by 6 feet 8 inches with a minimum door swing of .90 degrees. Maximum leaf width is 4 feet. Section 3304 (e). The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3303 (b)i Section 3304 (e). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door G ()(I)Regardless occupant load, a floor or landing not more than 1 inch (1/2-inch if disabled access is required) below the threshold is required on each side of an exit door. Section 3304 (h). - l. When a door landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half its required width. Section 3304 (i). l/. Door landings shall have a length .measured in the direction of travel of not less than 44 inches. Section 3304 (i). >10. Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 3305 (d). - Revolving, sliding and overhead doors are not permitted as exit doors if the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304 (g). ,4. Ramps required by Table 33-A shall not exceed 1:12; other exit ramps 1:8. Ramps steeper than 1:15 shall have handrails as required for stairways. Minimum size landings and landing clearances must be provided. Section 3307. L. STAIRWAYS 1/3. Stairway width must be at least 44 inches when serving 50 or .thore occupants; 36 inches when less than 50. Section 3306 (b). 1/4. Seventy eight inch minimum headroom clearance I for stairways should - be indicated on the plans. Section 3306 (p). Note that thi& is from a plane tangent to the stairway tread nosing. 1/5. Stairway, handrails - should -not project more / than 3-1/2 inches into the 'required width. Trim and stringers may not project more than 1-1/2 inches. Section 3306 (b). - 1,. Enclosed usable space under interior or I exterior stairways should be protected on the ' enclosed side as required for-one-hour fire- resistive construction. Show 2 x @ 16" o.c. mailers. Section 3306 (m) (n). Landings should not be ' reduced in width more I than 7 inches by a door when fully open. Section 3304 (i). 1/8. Stairways from upper levels which extend below - I the level from which egress from the building is provided, shall have an approved barrier to preclude exiting into such lower levels. Section 3306 (h) & 3309 (e). - Vertical distances between stairway landings I are limited to 12 feet. Section 3306 (i). - D00tT -U,rpgh. cn. jo'rinô rrs 3Ie G) 4/25/89 - - 8 All interior stairways and ramps shall be enclosed. In other than H-6 and I occupancies an enclosurd is not required if serving, only one adjacent floor and not connected to stairs or corridors serving other. floors. Section 3309 (a). 1/s.. Stairway riser must be 4-inches minimum and 7 inches maximum and minimum run shall ,be 11 inches. Section 3306 (c). See the exception for private stairways serving less than 10 occupants. 14. Winding and spiral stairways are permitted only ' in residential occupancies. Section. 3306 (d). 113. Stairways should be enclosed as specified in Section 3309: .' Two-hour fire-resistive wallsare required in buildings of Type 1 and II-F.R. construction, and in all buildings over four stories, and one-hour elsewhere. Only exit doors are allowed to open into exit enclosures. C. Doers should be labeled one and one-half- hours or one-hour fire assemblies. . Exit enclosures should include a corridor on the ground floor extending to the exterior (see exception). Fire-resistive construction should be. as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. An approved barrier is required at the ground floor to prevent people from accidentally continuing to the lower level. Usable space is not allowed under the stairs.. V4. Occupied floors more than 75 feet above the highest grade.should have all exits from the building in smoke-proof enclosures. Section - 3310 (b). l,4. In buildings four or more stories, one stairway / must extend to the roof. Section 3306 (o). . It must be in a smoke-proof enclosure in buildings over 75 feet in height.. A first story as allowed by, Section 702 shall be included in determining ' the number . of. stories when determining if a stairway to the roof is required. Section 3306(0). /6. Handrails: a.- Handrails are required on each side of stairways.. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). b. Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. Stairways with less than four risers that serve one individual dwelling unit need not have handrails. Handrails shall be 30" to 34" above nosing of treads and be continuous. Except for private stairways, at least one rail shall extend 6" beyond top and bottom risers. All - stairs shall have handrails terminating in a newel or safety post. Section 3306(j). Note: Title 24 requires handrails on both .sides to 'extend 12 inches beyond the top nosing and.. 12 inches . plus . the .. tread. width beyond the bottom nosing where disabled access is .required. .117 The handgrip portion of all handrails shall be not less' than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. %Handraili from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 3306 (j). 1,18. Openings in the exterior wall below or within ( 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306(1). 1/9. Openings in exterior'wallsbelow or within 10 f feet, measured horizontally, of an exterior stair shall be protected by self-closing fire assemblies having a three-fourths-hour fire protection rating when the stair serves .a floor level having openings in two or more floors below it. See exception above. Section 3306 (1). l. Buildings four or more stories in height shall / have a stairway numbering system complying - with Section 3306 (q). 4/25/89 • . . . . - , .4 9 10 H. CORRMORS 1k. Corridors and exterior exit balconies serving 1 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Section 3305.(b). 1. When a corridor or exterior exit balcony is I accessible to the handicapped, changes in elevation shall be made by means of a. ramp. Section 3305 (f). 1/3. Corridors serving 30 or more occupants shall ( . have walls and ceilings of one-hour construction except: Corridors greater -. than 30 feet wide when the occupants have an exit independent from the corridor. - Exterior sides of exterior exit balconies. C. Corridor walls and ceilings need not be of fire-resistive construction within' office spaces having an occupant load of 100 or less when the entire. story in which the space is located is equipped with an automatic sprinkler system throughout and * . smoke detectors are installed within the - corridor in accordance with their listing. Section 3305 (g). V4_ One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of, a. smoke detector per Section 4306(b). Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 3305 (h). l. Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed 25 percent of the area of the corridor wall Of the room which it is separating from the corridor. Such openings shall be protected by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305 (h). 1/6. Elevators serving morethan two stories shall not open into required one-hour exit corridors unless protected by .. an approved smoke/draft control door system. In high rise buildings refer to Section 1807 (h), Section 3305., 1,17. Duct penetrations of fire-rated corridor walls and ceilings shall have fire dampers per Section 4306 (j). 14. One-hour corridors shall not be used as an ( integral part of a duct system. This includes th& space above a dropped ceiling within the one-hour corridor. IJMC Section 706 (b). .,Provide a complete architectural section of I the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floor, walls, roof and all penetrations. Section 3305 (g). 1,10. Ceilings of combustible materials cannot be / suspended below the one-hour corridor ceiling. In types III or V construction fire retardant treated wood may be used. Section 3305 (g). Corridor walls may terminate at the ceiling I only if the ceiling is an element of, a one- hour fire-resistive floor or roof system. Section 3305 (g). 3,12. When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305 (e). N. EXIT SIGNS 163 Exit signs are required for exits serving an occupant load exceeding 49. Show.all required .exit.. sign. locations. Section 3314 (a). 164 Show that exits are lighted with 'at least one foot candle at floor level. Section 3313 (a). Show 'that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313 (b) 1. Show separate sources of power for exit illumination and' exit signs. (Occupant load exceeds 999 in A-i, 500 in 'A-2/2.1, 750 in churches, 100 in I's and 500 in B-2 occupancies used for retail sales or offices). Section 3313 (b) 2. T 6e r'c.F c.t1 , 167 The exit sign locations, as. shown are not adequate. 0. ELEVATORS . 1)4. Elevators shall be enclosed in a one-hour shaft 'except in Type I and Type II F.R. - .construction where the elevator shall be in a two hour shaft. Elevators in other than Group I occupancies need not be in a rated enclosure if serving.only one adjacent floor. Section 1706. . 4/25/89 ' - . . . . . 10 ,/Every opening into an elevator shafti enclosure .,shall be protected by a self-closing fire assembly having a one-hour fire rating in one- hour shafts and one, and one-half hours in two hour shafts. Section 1706. 1)1). Elevator shafts extending. through more than two I floor levels shall be vented to the outside. The area of vent shall be not less than 3 1/2 of the shaft area and a minimum of 3 square feet per elevator. Section 5104. Elevators in high rise buildings shall comply I with Section 1807(b). /2. Every elevator lobby 'or entrance area shall be provided with, an approved 'smoke detector as required by Section 5103(b). 0. Doors other than the hoistway: door 'and the elevator car door are prohibited' at the point of access to elevator car. Section 5106. Revise the number of elevator cars per hoistway F enclosure to comply with' Section 5103(a). 1/. Provide. notes,' details or specifications to 1 show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. /6. Provide clear inside elevator car dimensions as required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). a. One elevator in buildings more than three - stories or buildings where disabled access is required to upper level(s): ,61 -811 by 41 -311 with a minimum clear opening width of 42". b.' Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 ,feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. c. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. P. GLASS AND (AZIM, ' " 14 fow d rrm amIt iOr' c4'or [up. 177 Specify on the window scheddTe the glass type 1778-and thickness, to show compliance with Table 54-A and B. Glazing, in the same wail plane as, a door,' must I be safety glazing if within 12" of, the door and less than 60" above the walking surface,' unless .the glazing is leaded or faceted' glass. Section 5406 (d) 6. S Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above .a walking surfaceshall be safety glazing or shall have a horizontal number not -less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. Q. OF. A fire-ietardant roof covering is required. See exceptions under Section 3202 (b). i/i. Specify roof pitch. 1.,4. ,Roof pitch is not adequate for roof covering specified. Specify minimum pitch of Øi ,. Specify roof material and application. 1/4. Specify ICBO, U.L or other recognized listing approval number for roof materials not covered inUBC. 1. Specify roof slope for drainage or design to / support accumulated water. Section 3207 (a). i4. Show roof drains and overflows. Size drains '. ..perAppendi.xP of UPC. ..Section 3207 (a). 1. Show the legal basis-to allow roof drainage to ' flow onto the adjacent property. Draft stop' roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered). Section 2516 (f). 1. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. 1/). Provide skylight details to show.complia.nce I' with Chapter 34 and Section 5207 or provide ICBO or other recognized approval listing. Provide plastic roof panel 'details to show / compliance with Section 5206 or provide ICBO or other recognized approval listing. 1. Show attic ventilation. -Minimum vent area is / 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent'is at least' 3 feet above eave or cornice vents. Section, 3205 (c). /3. Provide •a minimum 22" x 30" attic access opening (or 30" x 30" if equipment is -in attic). Section 3205 (c). 4/25/89 ' 11 R. Fire sprinklers are required for any story or /4. basement when the floor area exceeds 1,500 sq. ft. and, there is not provided at least 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). 1/5. Fire sprinklers are required in a' basement if / any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b). ... 1(•Fire sprinklers are required at the top of 'I rubbish and linen chutes and in their terminal rooms. Chutes extending thro.ugh. three or more floor shall, have additional sprinkler heads installed within such chutes at alternate floors... Sprinkler heads shall be accessible for servicing Section 3802 (b). l4'. Fire spriik1ers are required in retail sales / rooms where the floor area exceeds 12,000 sq. ft. on any floor or .24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. 1/8. Fire sprinklers are required in H occupancies I when exceeding the areas in Section 3802 (f). l. Provide fire sprinklers in drinking and dining establishments when the total area of unseparated rooms exceeds 5000 square feet. Section 3802 (c). 2/). Provide fire sprinklers Section 506, 507, 508 or 3802. See also jurisdiction ordinance. 201. When serving more than 100 sprinkler he automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at, a consl:antly attended location. Section 3803. 2. Provide class ______ standpipes per Section / 3807. A first 'story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipès are required. Section 3806. S. FXJNDAIIO14 29. Provide a copy of the, project soil report / prepared by a California licensed architect or civil engineer. The report shall include foundation design 'reconendations based on the engineer's'findings and shall comply with IJBC Section2905. E 4 Specify on the.foundation plan or structural specifications sheet the soil classification the ils,nxj,ans ion index and -the--destgn. bearing.apaei.of—theaHon 205 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 report). 2/6. The foundation plan does not comply with the ( following soil report recommendation(s) for this project S.207 Provide notes on the foundation plan listing S. Provide . 'soils " 'report "recônendations . for foundation slab and building pad preparation. 208. 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: a. the building pad was prepared in accordance with the soils report; the utility trenches have been properly backfilled and compacted, and; c. the 'foundation excavations,, forming and reinforcement comply with the soils report and -approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing orper bearing value as determined by an engineer or architect. Chapter 29. Show height of all foundation walls. Chapter 23. 211 Show height of retained earth on all foundation walls. Chapter 23. pe e,'mUts 212 Show distance from foundation to edge of cut. or fill slopes.and show slope and heights of cuts and fills. Chapter 29. 2)4. Note on the plans that wood shall be 6 inches I above finish grade.' Section 2516 (c) 7.- 4/25/89 , ' . ' 12 214. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension' foundations per Table 29-A. UKA N -AflO$* POO ITUO SEAPIO WW$-D*1UM RIOUAEg1WTE' £ IEMMOF I "° I I Tisu I I L I I I• Icy POMING u 1 I I i I I IPOUND~i IIA$T I I I l' 6 6 I 12 I' 6 I 12 i I I $1 $ I•I3 8 I i 'I 10 '0 I frog o.i MI f. SQQIAp scd fl IN imqácd Is Scs 2907(4 TbI - vsda 69 Am aq b, oammud io go i2m1cs c(th po(I& 6 1. Pad k, 05fid" 0 64 ImSd *OOI. F'-. I be a td for v4pwwS a. pm 2,16. For buildings adjacent to slopes steeper than 3:1, note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. /7- Show foundation sills to be pressure treated, or equal. Section 2516 (c)3. Show foundation bolt size and spacing. / Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). (j) Specify size, -ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). Show size, embedment and location of hold down anchors on foundation plan. Section 2303 (b) 4. Note on the plans that hold down anchors must be tied in place prior to foundation inspection. /2. Show adequate footings under all'bea.ring walls and shear walls. Section 2907 (d). 273. Show stepped footings for slopes steeper than 1:10. Section 2907 (c). 2h. Show minimum 18 inch clearance from grade to I bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. 27'S. Show pier size, spacing and depth into ' undisturbed soil. Table 29-A. 2/6. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. 2,/I. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at 'least two approximately opposite sides. Section 2516 (c) 6. 2/8. Specify that posts embedded in concrete shall I be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. 2. Show veneer support and connections in Seismic ' Zones 3 and' 4, comply with Section 3002, 41 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. 2/0. Show height and construction details of all masonry walls. Chapter 24. 211. Show floor and roof connections to masonry f walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j)3. A. 2. Provide details for damp proofing the I.foundation-walls,-below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d).' 2). Show a minimum 2" air space and flashing I 'between planter and building walls. Section 2516 (c)-7. U. FRAMING' 2)1:. Provide complete structural details on the 'I plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. V5'. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. 2A. Provide a special inspection section on the I plans listing all structural elements requiring special inspection by U.B.C. Section 306. 2)4. Where special inspection is required for I , masonry, note On the plans that prism tests shall be performed in accordance with Section 2405. Section 2406(c)l. 2. Show wall bracing. Every exterior 'wood stud f wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 4/25/89 ' ' ' ' 13 Note cross bridging or blocking. Floor. joists I . and rafters 12" or more in depth shall be supported latra1ly by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Section 2506 (h). Show blocking at end and at supports of floor f. joists, and for rafters at exterior walls. Section 2517 (d) 3. z4. Show solid blocking at ridge line and at I exterior walls on trussed roofs. Section 2506 (h),Section 2517 (h). Show double joists. Floor joists shall be I doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 241. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions more than the depth of the joists. Section 2517 (d) 5. / Show rafter ties. Rafter ties shall be, spaced / not more' than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 2/6. Show 1/2" min clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). 2. Show or note fire stops at the following I' locations.per Section 2516 (f): in concealed spaces, of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot. intervals along the 'length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; - in concealed spaces between stair stringers at the top 'and bottom of the run and between studs along and in line with the run of stairs if the walls under. the stairs are unfinished; and . / in openings around vents, pipes, ducts,' chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials., 2.& Show double top plate with minimum 48" lap I splice. Section 2517 (g) 2. 24. Show nailing will be in compliance with Table I. 25-Q. 2/c). Show stud size and spacing. Maximum allowable 'stud heights; bearing wall: 2 x 4 and 2 x 6 max. 101; non-bearing: 2 x 4 max. 141 , 2 x'6 max. 201. Table 25-R-3. 2/. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3. 3)4. Studs supporting two floors, a roof and ceiling must be 3 x'4 or 2. x 6 at 16" o.c. Table 25-R-3. A ______________________ p:G7 pac4 - 253 Note an A.I.t.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector _prior to installation. Section 306 (f). ee he+ .5(3 tti,.VG15o 2. Detail all post to ' beam and post to footing I connections and reference the detail to the plan.: Section 2516 (rn). 2/. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. /6. Speéify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. ' (Tables 25 I, J, K) and Section 4713 (d). 2)4. Provide truss details and truss calculations ' for this project. Specify on the plans the -. truss identification numbers. /8- Provide roof framing plan and 'floor framing plan. Section 302 (a) 7. 2/9. Provide framing sections Uirougli Section 302.(a) 7.' 2. Specify all header sizes for opening over 4' I wide. Section 2517 (g) 5. 2/L. Provide calculations for main vertical and horizontal framing members and -, post footings. Section 302 (a) 7: 4/25/89 .. - . . .. . . - • • 14 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. 4 2. Show on the plans alf structural requirements developed in the structural calculations.. Columns and posts located on concrete or I masonry floors or decks expoàed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. 24'S. Individual concrete or masonry, piers shall I project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural- resistance to decay or treated wood is used. Section 2516 (c)4; 2. Specify plywood grade and panel identification I index. Table 25-N. 7. When roof pitch is less than 3:12, designridge as,a beam. Section2517 (h). 2$. If foundation cripple wall studs are less than I "14" framing shall be solid blocking. Section 2517(g) 4. 2/9. Cripple wall studs exceeding 4 feet in weight V shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g)4. Show plyiood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall coveringshall be the exterior type. Section 2516 (g)3, 2516(i). 2/1. Ridges, hips, and valleys, shall be at,least one / size larger than supported 'rafters. Section 2517 (Ii) 3. /2. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). V. MISCELLANJS /3. Parking garages shall have, an unobstructed headroom clearance of not less than7'-0" above the finish floor, to any ceiling, beam, pipe or similar construction. Section 702 (b). 274 Show light and ventilation, for areas 'customarily used by people, will comply with Section 605. g ec cc.'e Jof Ieaf s'hcs'91+. 275 Provide t details. of ' restrooms to show compliance with Section 510 (b), regarding floors, walls and showers. V,404ati en pl~t ns 4o'r Qv4 ,'+r rAs 276 If both sexes will be employed and the number of'emplóyees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only'one restroom, is provided, 'note the words in quotation above on the floor plan. Section' 705 /7. Show unnclosed floor, and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail,, through which a 6" sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top'rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. 2/8. Provide platform and stage 'construction, :..including occupancy 'separations. and':. roof vents; as per Chapter 39. 2/& Provide at' least one 'drinking fountain ,for each floor level in Group A, occupancies. Section 605. 20. Show that aisles and seats comply with I Sections 3315 and 3316. 74'1. Buildings housing Group. A Occupancies shall I front directly upon or have access to a public street hot-less than 20 feet in width. ' The access to'the public street shall be a minimum .20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. 2/i. Pedestrian walkway shall comply with Section 509. W. TITLE 24 HANDICAPP) ACCESS Provide note ..and details on the plans to show compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. X., ENERGY asvxnoN Provide mechanical ' plans, plan details, calculations and completed forms to show compliance with ,state regulations for energy conservation. , 4/25/89 ' ' 15 #1 Provide electrical plans, plan details, calculations and the completed Form 5 or CF-5 to show comp-liance with state regulations for energy conservation. 286. Incorporate in the plans or specifications the attached "Title 24 Mandatory Requirements" and the "Title 24 Construction Compliance Statement Requirements". S El rgc..4. 287 Please see additional corrections, or remarks, on the following page. The jurisdiction has contracted with Esgil Corporation' located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of. 6191560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact c2:(Cl at Esgil Corporation. Thank you. Enclosures: ,1. 3. ' 4/25/89 ' ' ' ' 16 ' F,'N€.;;4:1 JURISDICTION:gLS4I :____________ - VOLL]1 WMOII PLAN Cm= NI1:_____________________ PLAN (K: OWEN, Dfl1L)N o DARRELL MORRISON Submit complete electrical plans and Provide overcurrent protection on the specifications. secondary side of transformers. NEC 240- '21/384-16(d). Submit plan sháwing location of all services. Submit plan showing location of all panels. 7'. Submit complete one-line diagram of service and feeders Submit panel schedules / Indicate the grounding system to be Specify conduit and wire sizes installed for building service. Specify aluminum or copper conductors and 5. Indicate ampere interrupting capacities type of insulation. (AIC) of service and subservice equipment. NEC 230765/110-9. Show approximate length of feeders. Indicate sizes of fuses and/or circuit )4'. Specify electrode conductor size and type breakers. - wire. (aluminum or copper) () Indicate fuse symbols to show fault 34. Submit electrical load calculations. currents are limited to 10,000 amps on branch circuits i. e JJ1, LCL Indicate existing service size 8 If fuses are not used to limit fault Indicate existing building load currents on branch circuits to 10,000 amps, specify method to be used 5 vice Indicate new additional loads Submit plan showing location of all ()Indicate wiring method, i.e EMT, metal flex. switchboards. ' 10 Indicate dimension of switchboards and Show exit signs on- the electrical lighting plan Note Power for exit control 'panels rated 1200 amperes or lights and emergency lighting must more. NEC 11O-16(c).'-1)p77( 6 5 conform to the 1985 UBC Sections 3313 and -- S 3314. 5 Submit plan .s1iowing location of all transformers. S ' 26. Provide receptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. Indicate the grounding system to be installed for transformers NEC 250- Provide multiple switch lighting controls 26(c) per CAC, Title 24, 2-5319 Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468. Thank you. ' S - A1E(f - EL'I3 Cf-, A be 5L!J(€ &— Etai OJO/7OA/O /iL29,e Ae?9- AvD /12fl/2/417- W /itLs CF-iA te &C 6'7/i ,60 4/McJ / 08/31/87 Building Designation Type Construction Shown Y% (cP2tw) Number of Stories and Height OU 1z — - Basic Allowable Area 800a Increases - For Multi-Stories -- T - - - For Yards Feet On Sides — — — For Sprinklers X 3 - Total Allowable Area gpp -Actual Area Total II is 1 5 Area Separation Walls Yes Yes () Yes 0 Yes 62 Ye! Over Area Yes Yes No Yes Yes () Yes No Over Height Yes () Yes f) Yes (7 Yes Yes NOLI Over Stories Yea Yes Yes Yes Yes Building Use --. hiz sbzll' Occupant Load - - I - _ - s TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Add,na.O1 Lok 4 19 e M..Ck.No.g3 Item tiumbers circled below are required for this project. See Title 24 2.110b.11. Girded items do not apply to floors which are not required to b e h a n - dicapped accessible. S S References to section numbers with prefix 2 are to Title 24, Part 2 (State Building Code), 1985 Edition. Prefix "3" is for Part 3 (State Electrical Code). Prefix "5" is for Part S (State Plumbing Code). Exemptions claimed for ant- item shall be requested in writing and shall include all data needed to deter,nine "unreasonable hardship" as described i n Section 2-422. SITE DEVELOPMENT G HANDICAPPED PARKING SPACES See Approved Parking Plan for layout. (Fig. 2.71.1) Provide handicapped spaces. (2-7102a) Space shall be so located-that handicapped persons are not com- pelled to wheel or walk behind Varked cars othçr than their own. (2.7102c) Parking space shall be a minimum of 9 ft. rX 18 ft. with adjacent 5 ft. loading zone. Double space shall be 23 ft. wide. (2.7102b. Fig. 2.71.1) ()The maximum cross slope shall not exceed I/i" per foot. (2.3325a.3) Gratings are not allowed whenever possible. (2.3325b) At each gate or door a 60" x 60" level area is required when the gate swings toward the walk. (2.3325e) A 24' clear space is required at strike side of gate or door. (2.3325e, Fig. 2.33.2) A 4S" a 44'" deep level area is required when the gate swings away From the walk. (2.3325e) I. PEDESTRIAN RAMPS Maximum slope of parking surface In any direction shall not ex- / ceed 1.4" per foot. (2.7102d) I. A oath of travel with a slooe ereáter than .1 in 20 shall be con- /' Parking space(s) shall be identified with the International Sym. bol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 36" x 36). (2.7102e). Entrance to parking facility or structure shall also have durable metal sign stating that unauthorized vehicle(s) parking in han- dicapped space(s) may be subject to tow-away. (2-7102e) Entrance to and vertical clearance within accessible level of park. ing structure shall be 8 It. 2 in. to any structural member, duct or pipe. (2.71021) CURB RAMPS G Curb ramps shall be located wherever, pedestrian path crosses curb. (2-7103a) Curb ramp shall be 48" mm. width (2.7103b) with maximum slope of 1 in 12. (2-7103c) G A level 48" mm. depth landing is required at top of curb ramp over entire curb ramp width.- (2-7103d) G If no landing is provided, the slope of flared-sides shall not ex- ceed 1 in 12. (2.7103d) G 0 Surface is to be slip resistant. (2.71031) Border markingsshalIbe12" wide ofV"x V4grooves. located at top and sides. (2-7103h) WALKS Site development and grading shall be designed to provide at. tess to primary entrances and access to normal paths of travel and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. (2.7101 a) Walks sloping greater than 5% (1 in 20) must comply with ramp requirements of sect. 2.3307. (2.33256 Walk width shall be 48" minimum, (2-3325a), and shall have slip-resistant surfaces as, that described as a medium salted finish. sidered a ramp. (2.3307a) The maximum slope shall be I in '12. (2.3307c) / The width shall be 48" minimum. (2-3307b-3), and shill have slip-resistant surfaces. A 60" intermediate landing is required at maximum elevation change of 30'" and 72" landing at each change of direction (over 300). (2.3307d.1) /. Landings are required at top and bottom of ramps. (2.2307d.1) Bottom landing shall be minimum of 72" in the dircetion of travel. (Fig. 2.33-1A) Top.landing shall be 60" a 60" minimum. (2.3307d.2) ,. When door swings onto top landing, minmum depth of landing I required is door width plus 42". (Fig., 2.33-1A) /Top landing shall have 60" mm. width when door swings onto the landing, with 24'" on strike side of door at exterior ramp, or 18'" at interior ramp. (2.3307d.4) /Ramp handrai!s are required on each side of ramp, ivhen slope exceeds I in 15. (2.3307e) /. Ramp handrails shall be continuous, located 30".34" in height I above ramp stirface, with 12" extensions beyond top and bot- tom, and the ends returned. (2.3307e) Handrails shall be 1.%" to 2" cross section, spaced min of from wall. (2.3307e) A 2'" high' curb or wheel guide rail centered 3" plus/minus 1" above ramp surface is required on both sides where not other. wise bounded by walls when the ramp exceeds 10 feet in length. (2.330Th) SPECIAL ACCESS LIFTS . . . /. Lifts may be provided between levels., in lieu of elevator, when / the vertical distance between landings, structural elevator, struc- tural design and safeguards are as allowed bythe State of Califor- nia, 'Dept. of Industrial Relations, Div. of Occupational Safety and Health. (2.5106a) HAZARDS Provide 80" headroom from walkway surface to any overhang. Ing obstrtfction. (2.3326b) J/. Headroom o180" minimum shall be maintained for walks, cor• f ridors, aisles, etc. (2.5221.2) / Protruding objects with leading edges between 27" and 80" above I finished floàr shall not protrude more than 4" into walks, cor ridors, etc. (2-522f-1. Fig,. 2.5.7) Objects with protruding edges below 27" above finished floor I may protrude any amount: (2-5221.1) / Free standing objects mounted on posts between 27" and SO" I above the floor may project a maxirnum.cf IT'. (2:5221.1) j Abrupt changes in level exceeding 4" adjacent to walks. except 1 between walks and adjacent streets or drives, shall, be identified by 6" high warning curbs above walk surface. (2.3326a) ENTRANCES AND CIRCULATION 7. ENTRANCES, DOORS, VESTIBULES AND CORRIDORS All primary entrances to buildings shall be accessible to the han- dicapped. (2.33011) All required passage doors shall have 32" clear opening. at.90 (36" door). (2-3304e-1) At least one of a pair of doors shall meet the mm. 32" clear en- trance widt reguirement. (2.3304e.3) Threshold a all be no hi'er than Vt" above the floor. Edge to - '• be beveled with a slope no greater than 1 in 2, if more than %". (2-3304h- 1, Fig. 2.33.5) Exterior level landing may slope up to Vt"per foot in any direc- tion for stjjaec drainage. (2.413) mld C9 1. Door hardware shall beg the lever or push type, mounted 30" to 44" above the floor and be operable with a max. effort of 8.5 T Ibs: for exterior doors and 5 lbs. for interior doors. (2.3304c.3, 2 .33041.2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. (2.3304m)' Building entrance(s) shall be identified by sign with the Inter. national Symbol of Accessibility. Show location on the plan. (2.522b.7) The symbol 'shall' be a white' figure on blue background. (2.522b.2) At turnstile, provide an access gate, 36 : clear width opening. within 30 feet of turnstile. (2.3304n) /' There shall be a clear area on each side of door; 60" deep in direc- tion of door swing and 44". deep in opposite .direction,of door . swing. (2.3304h.2) Width of clear area on the swing side of the door shall extend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. (2.3304h.2) The space between two consecutive doors (vestibule) shall pro. vide a mm. of.48" clear depth between the open door and a se- cond closed door. (2.3304h-2D. Fig. 2.33.5A) Doors in a series at a vestibule shall swing in the same direction, or away from the space between them. (2.3304h.2D) Corridors shall be 44" minimum in width or as required by oc- cupant load. (2.3305b.1)' / For corridors over 200 feet long, see special requirements of Sec. f 2-3305b.2. (Fig. 2.33.6) ' / FLOORS / floors of a given story shall be a common level throughout or I shall be connected by pedestrian ramps, passenger elevators, or .special access lifts. (2.522e) I STAIRWAYS Treads shall have smooth, rounded exposed edges and be slip resis. tant. (2.3306s.1) ,. Nosing shall not project more than lVt" past face of the riser below. (2.3306s.2) / Risers shall be sufficiently solid. (2.3306s3) The upper approach and lower tread of each flight of stairs shall be marked with a contrasting colored strip 2" in width. (2'3306r) / On exterior stairs, each tread shall be marked as noted above. (2.33O6r) . S. / Handrails are required on each side of stairway. (2.3306j.2) ji Handrails áll be located 30" to 34" above nosing, extend 12" beyond to'p riser and 12" plus tread width beyond bottom nos- ing and returned to wall/newel post. (2.3306j.2) Handrails shall be 11/4" t62- in gripping cross section and IV:" clear of wall. (2.3306j.2) ELEVATORS See Chapter 51 of USC for car size. Passenger elevators in buildings other than those listed in Chapter 51 of UBC scrvihç;n occupant load of more than 50 shall have a car size 68" wide by 51" deep with a mm. clear opening width of 36". (2.5103m.291) Passenger elevators in buildings other than those listed in Chapter 51 of USC servine an occupant load of 50 or less shall have a car size of 54 wide by 54" deep with a minimuin clear opening width of 32". (2.5103m'2112, 3) /. Raised Braille markings and Arabic numerals are required on conS trol buttons and door jambs. (2'5103m) SANITARY FACILITIES * 11. TOILET 'FACILITIES ACCESS When located on accessible floors, sanitary facilities shall be made accessible to physically handicapped. (2.51la.3) Doorways shall have 32" minimum clear width. (2.51Ia.5A) There shall be a level area 'with 60" clear depth in the direction of the door swing, and a level area with 44" clear depth in op. posite direction of door swing. (2.511a.5B) 12. MULTIPLE ACCO.\IODATION TOILET FACILITIES a'. Provide clear area 60" diameter x 27" high - or clear. Space 56" a 63" a 27" high. (2.511a.6A) b. Doors (other than handicap compartment) are not to encroach more than 12" into above mentioned clear space. (2.511a.6A) c.; Provide 2S" clear space between water closet and fixture or 32" clear space between water closet and wall. (2.511a.68) A 4S" long clear space is required in front of water closet. A 60" clear space is required when the toilet compartment has a side door. (2.511a.68) Water closet compartment door to provide 32" clear width for 'end entry and 34" clear width for side entç'. Door to be self. closing (2-511 a-6C) Show ort p la n f. co çtC- k c.e55. 6koct' or'- 1c id £4 p) cfridPa ' r rn ?o n, I 4 i C) I q s 7QI ( 'c -ei a cco-cl 'n' 40 4 f- s tr-. 13. SINGLE ACCOMODATION TOILET FACILITIES Water closet shall be located 28" from a fixture or 32" from a wall. (2.511a.7. Fig. 2-5-IA) Minimum clear space in front of water closet shall be 48". (2-511 a-7. Fig. 2.5.IA) In an existing building, a single accommodation toilet facility may have a space 36" wide x 48" long in front of water closet. (2.511a.7, Fig. 2.5.1C) 14: CRAB BARS AT WATER CLOSET One at side 42" long extending 24" in front of water closet: one at rear 36" long centered on water closet; both mounted 33' above floor. (2.511a.8A) Bars shall be 1%" to I/s in diameter with l!.'" clearance to wall. (2.511a.8B) Bar fasteners and mounting support shall be able to withstand 250 lbs./lt. in bending, shear and tension. (2.511a.8C) 15. WATER CLOSET Height of water closet seat shall be iT' to 19" above floor. (5.1502) The force required 6 activate the flush valve shall be 5 lbs. max- imum. (5.1502) 16. URINALS Where urinals are provided, the rim of at least one shall project 14 from the wall and be located 17" maximum above floor. (5.1503a) The force required to activate the flush valve shall be 5 lbs. max- imum and located 44' maximum above floor. (5.1503b) Provide 30" x 487 clear floor space for forward approach (2-511 b-4) 17. LAVATORIES a. Provide 30--x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. (2-51b-lA). b. Provide clear space beneath lavatories 29" high by 30' wide by 8" deep (knee space) and 9" high from the floor by 30" wide by 17" deep from front of lavatory (toe,space). (5.1504a) c, Hot water and drain pipes under lavatories shall be insulated. (5-1504 b) Faucet controls and operating mechanism (operable with one hand) shall be of the type not requiring tight grasping.. pinching or twisting of the wrist and an operating force not exceeding 5 lbs. (5-1504c) Self. closing valves to remain open for at least 10 seconds. (5. 1504v) IS. TOILET ROOM ACCESSORIES 'Mirror bottom edge shall be located 40" maximum above floor. (2-511 b- I B) - Toilet tissue dispensers shall be mounted within 12' from the front edge of toilet seat. (2.5114.3, Fig. 2-5-IA) C. Operating parts of dispensing "and disposal fixtures (towels, waste, coin slots, etc.) shall be within .407. o•.floor. (2.511b.2) 19. SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be pro. vided are I2' Equilateral Triangle for men. 12'. Diameter Cir-cle for women, and 14" thick, centered on door, 60" high con-trasting color. (2.511a.5C) BATHING FACILITIES One such facility shall comply when provided for the public, clients or employees. (2.511a.9) Shower compartment shall be 42' wide, 48" deep, with a 36" wide entrance. (2.511a.9A1) / Note on the plans that the handicappped bathing facilities shall conform to requirements of Sect. 2-51 la-9. 5-1505-B and 5-1506. GENERAL REQUIREMENTS DRINKING FOUNTAIN The alcove in which the water fountain is located shall be not less than 32" wide by 18" deep. (2511c. Fig. 2.5.3) Note on the plans that drinking fountain shall conform to re- quirements of See. 2-511c and 5-1507. f4. PUBLIC TELEPHONE / Provide space 30" x 48" for.(orward or parallel approach to / telephone. (2.51 1d2) Note on the plans that public telephones shall conform to re- quirements of Sec. 2-511d. D23 ELECTRICAL REQUIREMENTS 15.20 and 30 amp. receptacle outlets shall be installed not less than 12' above floor. (3.210.50e) Center of switch shall be located not less than 367nor more than 48" above the floor. (3.3S0.8c) If emergency warning systems are required (in buildings regulated by the Office of the Stite Architect), 'they shall activate a means of warning 'the hearing impaired. Flashing visual warflihg:shall have a frequency of not more than 60 flashes per minute. Section 2-7204. GROUP A OCCUPANCY REQUIREMENTS AUDITORIUMS. ASSEMBLY HALLS, THEATERS, ETC. Seating and toilet facilities for the handicapped shall be accessi ble from the main lobby or primary entrance. (2.611b1) This structure requires wheelchair seating spaces. (2-61'lb.IAl) • • • • Each wheelchair space shall be 60" x30" and level. (2-611b.1A2)' When the seating capacity exceeds 300. the wheelchair spaces shall be in more than one location. (2-611b.1A2) / This structure requires seats for semi-ambulant per. I sons. Clear leg space shall be at least 24'. (2-611b.1B) / Stages, enclosed and unenclosed platforms, orchestra pits, ticket f booths, and refreshment sales facilities shall be made accessible. (2.61 lb-2, 3) STADIUMS. GRANDSTANDS; BLEACHERS, PAVILIONS, CYMNASIUMS This. facility requires wheelchair seating spaces. (2.611c.l) ,. When the seating capacity exceeds 300. the wheelchair spaces shalt be in more than one location; (2.61 lb.IA2) V • ./. I Ticket booths must beaccessibte (toni both sides. (2.611c.2) Participation areas such as ball courts, exercise rooms, tracks and clubrooms must be accessible. (2-61 lc-3,4) Spectator and participant samiitary and locker facilities must con- form to the requirements of Chapter 2-5. (2.611c,5) A. DINiNC, BANQUET AND BAR FACILITIES V Access shalt be provided at primary entrances. (2.61 Id- 1) Wheelchair access shall be provided to- all areas whcreeach type of functional activity occurs. (2.611d-2). V V V /. This facility requires wheelchair seating spaces. / (2-611 d-3) /. The ratio of removable seating arranged to permit use by V wheelchair occupants is 1 per 20 and based upon the total number of seats provided. (2-611d.3) V 4". At least one wheelchair seating space shall be provided for each V dining, banquet and bar area. (2.61Id3) Access to wheelchair seating spaces shall be provided by 36" V V minimum clear width -main aisles. (2-611d.3) . . Cafeteria line aisles shall be a minimum of 36" clear width. I (2.611d.4) Access to food preparation areas sh all comply with provisions for I entrance doors and doorways contained in Sect. 2.3304. V (2-6118-6) V . /V Restrooms and power rooms shall conform to the requirements V In Sect. 2-511. (2.611d.5) V f . RELIGIOUS FACILITIES Sanctuary areas shall be accessible. (2.61le-1) V V .j Provide V wheelchair seating spaces in the sanctuary. Use Section 2-611b-IA. (2-61 lb-IA) . V Provide wheelchair access to raised platforms, choir rooms, choir I lofts, performing areas and other similar areas.. (2.611e-IB) A.sembly areas shall be made accessible. (2.611e-2) / Enclosed and unenclosed platforms and stages in assembly areas I shall be made accessible. (2.611e.2) V / Classrooms and offices shall have entry doors that conform to 1: Chapter 33. (2.611e.3) V V Sanitary facilities shall conform to the requirements of Chapter / 2.5. (2.611e.4) GROUP B OCCUPANCY REQUIREMENTS V Group B occupancies used for assembly purposes but having an occupant load of less than 50 shall conform to all the requirements for Group A oc- .cupancies covered in Section 2-611..(2.712d) i4. BUSINESS AND PROFESSIONAL OFFICES, PERSONAL AND (. PUBLIC SERVICE FACILITIES Client and visitor areas, office areas and related toilet rooms shall /• be made accessible. (2.712b:2A) /1. Conference roorns.counseling rooms or cubicles and similar areas shall be made accessible. (2-712b.2B) V Employee work areas shall have a 36" minimum clear access. (2.7I2b.2C) V... SALES FACILITIES V V General sales, display and office areas together with related toilet f rooms must be accessible. (2.712b.3A) V Salesemployee work stations shall be located on accessible levels. I Employee work areas shall be accessible to employees in 'heelchairs and the customer side of sales.or checkout stations .'shall be accessible. (2-712b.3B) V This facility requires check stands accessible to the I V physically handicapped. based upon 1 for S checkstands or less. 2 for 9 or more. (2.712b.3C) Where quick-check stands are provided, at least one shall be ac- ( cessible. (2.712b3C) 2 V / Check stands shall be made accessible by providing a 36" aisle on the customer side of the stand. (2.712b.3C) V Accessible check stands shall be identified by the International I Symbol of Accessibility and shall state. "This check stand to be open at all times for disabled customers". (2.71b.3C) RETAIL GROCERY STORES (Requirements are stated in AB 179, I effective July 1, 1984.) V / Toilet rooms mult be provided for the public In stores contain- ing more than 20,000 sq. ft. of floor space. The toilet rooms for the publicmay be the same as those provid- ed for the employees. . V Separate facilities shall be provided for each sex. V Handicapped requirements shallbe satisfied. Doors shall be self closing. V 1' Hand washing facilities shall be provided in or adjacent to toilet rooms and shall be equipped with hot and cold water. Hand washing detergent and sanitary.-towels or hot-air blowers I shall be provided in permanently installed dispensing devices. V 7?. SHOPPING CART THEFT PREVENTION BARRIERS Public entrances and exits shall be accessible to and usable by V I - the handicapped. (2.712b.3E1) ,Barriers shalt provide a 32" clear width opening for handicap. I ped ingress and egree. (2.712b.3E2) / . Note on the plans that shopping cart theft prevention barriers V / shalt comply with the requirements of Sect, 2-712b-3E. FITTING OB DRESSING ROOMS CROUP R.l' HOTEL, MOTEL AND DORMITORY OCCUPANCY REQUIREMENTS • Where fitting/dressing rooms are provided for male or female I customers, one for each type shall be usable by the physically Jb. Applies to privately and publicly funded hotels, motels and dormitory handicapped. (2.712b.3F) (. buildings and complexes. (2.I213a) )( Minimum dimension of room shall be 60 60. (2.712b.3F) ,. . Provide guest room(s) or dormitory room(s) together with their sanitary facilities that are accessible to and ' Bottom of the mirror shall be located within 20" of the floor., usableby the physically handicapped. (2.1213a.1) (2.71 2b.3F) . Hotel, motel and dormitory bathrooms beyond.those required /1. Height of clothing hooks shall not be greater than 48" from the in item "a" above need not comply. with the provisioiis of Sec. floor. (2.712b.3F) . 2-1213d provided all bathroom entrance doors have a clear open. . . . Ing width of 32 inches and are sliding or swing Out from d. POLICE DEPARTMENT, LJW ENFORCEMENT. FIRE DEPART. bathroom. (2.1213d Exception 1) MENT FACILITIES AND COURTROOMS. . . . / Every entry, opening or passage door opening to any area must /. Office areas, conference rooms,' classrooms, dispatch rooms and I - have a 32" mm. clear opening. (2.1213a.2) F similar areas and related sanitary facilities shall be accessible. - (2.712b.6A) . - 7 Public and common use rooms shall be made 'accessible. I (2.1213a.3) Detention area visitor rooms shall be made accessible. (2.712b.6B) Recreational facilities including swimming pools shall comply /. At least one detention cell facility with supporting sanitary - with Sections 2.611c and 2.1107a. (2.I213a'4) facilities shall be made accessible. (2.712b.6C) - I Bathroom entrance doorways shall have an 18" clear space to - Courtroom areas including judges' chambers and bench, counsel . the side of-the strike edge of the door on the swing side of the I tables, jury box, witness stand and'public seating areas shall be - door. (2.1213d.1) - - made. accessible. (2712b.6D) . -. . . . . $.- When accommodations are provided with kitchen uiits, at least - 4. FACTORIES ( one and no less than one for every 25 of such accommodations provided, shall comply relative to accessible kitchen Facilities with Major or principal floor areas shall be made acible. (2.712c.2A) subsection 2.1213b.2,3,4. (2'1213a'5) Office areas shall be made accessible. (2.712c-IB) ADDITIONS; ALTERATIONS AND REPAIRS TO EXISTING BUILDINCS (2-110b.11B4) Sanitary facilities serving the above shall be made accessible. J (2.712e.1C) '. , [i. The area of specific addition, alteration and/or repair, shall comply with the provisions of this Code. WAREHOUSES , . . • . S - The rimary entrance to the building and path of travel to the Warehousing areas which are located on the floor nearest grade - specific area shall be accessible to the handicapped persons., shall'be made accessible. (2'712c'2A) . Restrooms, water fountains, and public telephones which serve Y. Warehousing areas on other floors that are provided with access' said specific area shall be accessible to handicapped persons. - F - by level entry, ramp or elevator shall be made accessible. / In - (2.71 2c'2A) - - , f. formation regarding handicapped accessiblity shall be posted - - In lobby per Sec. 2.522b.8 • Office areas-shall be accessible (2.7126.2B)' - - - ' - - - / Sanitary facilities serving the above be made accessible. ' (2.712c.2C). - ' - - I .... . . ..- •,. 6 313 Date :7/,-1/ Jurisdiction-do r( bc d Prepared by: '. •- --' . . . 0 Bld g. Dept. VALUATION AND PLAN CHECK FEE . ESi1 PLAN CHECK NO. _g-32. BUILDING .,ADDR ESS 70 -73 LL 4; . . APPLICANT/CONTACT . ... '. PHONE NO. . . BUILDING OCCUPANCY .. _-' _. DESIGNER PHONE- TYPE OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION , BUILDING AREA! VALUATION VALUE I - MU-LI'RLIER •• )rlcl /+R) 3—I_<'6? - - _s •.' • - . ' ' . . . .. ,• .• ., . .' .' . '-. Air Conditioning - . .• ••- - Commercial. . . • . .'-.- Residential . . .... . -. __..• Re. or Comm. . . .. • - . • . , . . FireSprinklers -. ' @.('2-._•- . Total Yalu'è • 0 •0 : ?1 000 Date 1 .7 Jurisdiction______________ Prepared byi Bldg. Dept. . VALUATION AND PLAN CHECK FEE. •. Esgil LDC- PLAN CHECK NO._g-q3 : . BUILDING ADDRESS 707? Lpkr- A9z. -- APPLICANT/CONTACT PHONE NO BUILDING OCCUPANCY - DESIGNER PHONE___________ TYPE OF CONSTRUCTION VLL (PPIL&LE) CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER 73 '. 54 J/g 02 Air ConditioninE. . ,. _.. . . Commercial 27G3 @ 776 - - Residential . Res or Comm Fire Sprinklers Total Value Building Permit Fee _ /93T', Plan Check Fe Je $ _..-$7_• 20t, va CUMMENT'ifl-%4_ro._O.CCrL'4_ Ito I°O(L_9rit. SHEET .2 OF 5 12/87 .'. . . ,.. . Date 7///e Jurisdiction 67 ct _______________ .Pr eparéd byt . .. . . . a Bldg. Dept. . VALUATION AND PIN CHECK FEE Esgil IZ PLAN CHECK N-3 - ..' .• ______ BUILDING ADDRESS 730 -i73 LLer 4, . 'APPLICANT/CONTACT - ' PHONE NO. . • . BUILDING OCCUPANCY . DESIGNER PHONE____________ TYPE OF CONSTRUCTION __Pi1iL5) CONTRACTOR PHONE BUILDING PORTION BUILDING AREA • VALUATION , VALUE ' .______________ ._• .-..• _ • MULTIPLIER - •• lrid (+(4u .• )q25.' 1• Air _Conditionin. ••••• . . •. • • Commercial • • • •• • • Residential .. @._.• • • Res. or Comm.- Fire Sorinkl ers S __•. @• 1q1397.-1 'Total Value • • • . •1_'' '. _90I.•- S. Date 7/,'?/ey Jurisdiction, _ear6d .Prepred by by t 13 Bldg. Dept. VALUATION AND PLAN CHECK FEE Esgilç PLAN CHECK NO._g-3 BUILDING ADDRESS 2JO-273g,_ -La r_Acic , APPLICANT/CONTACT. - PHONE NO.'________________ BUILDING OCCUPANCY - DESIGNER PHONE____________ TYPE 'OF CONSTRUCTION CONTRACTOR PHONE___________ BUILDING PORTION 'BUILDING AREA VALUATION VALUE ' • MULTIPLIER', OO/2Z'5 Air Conditioning Commercial • ' 'Residential .' ','•"•• @' ______________________ Res. or Comm.. , .• '.• '' ' - Fire SDrinklers 153,.$ Total Value L 537_- ' Iry A iLa" Date17/,Vê Jurisdiction Prepared byt o Bldg. Dept. cge VALUATION AND PLAN CHECK FEE M Esgil PLAN CHECK NO 93'2. BUILDING ADDRESS 70 -273' Lin-La r. [010 APPLICANT/CONTACT — PHONE NO BUILDING OCCUPANCY - DESIGNER PHONE____________ TYPE OF CONSTRUCTION V'PsiL.g CONTRACTOR PHONE___________ BUILDING PORTION BUILDING AREA - VALUATION VALUE MULTIPLIER 1,id ' +(t-u) 3 . I - I 77 030. - Air Conditioning Commercial -. .. Residential Res. or Comm. - Fire Sprinklers 84 @ - Total Val e. 75 - I J OXThU. ' BUILDING PLANCHECK . ENGINEERING CHECKLIST LEGEND DATE 'ITEM COMPLETE PLAN CHECK NO.O93Z •. ITEM INCOMPLETE - CT ADDRESS: . " . NEEDS YOUR ACTION Zo, J9v /1)T N / A NOT APPLICABLE PROJECT NAME &'i4 2ass.'as /QZ LEGAL REQUIREMENTS-., 5' Site Plan5 . . ' . 1., Provide a fully dimensioned site plan to scale. Sho: -north arrow, property lines, easements, existing and proposed strüctures, streets, existing. street improvements, right-of-way • width and dimensioned setbacks. " . . 2.1 Show on site plan--.Finisl floor* elevations, pad elevations, . . elevations of finish grade 'adjacent to building, existing topographical lines, existing and proposed slopes, driveway with percent (%) grade and drainage patterns. . . E E L 3 Provide legal description and Assessors Parcel Number • . Discrétionry Approval Compliance • '4. No. discretionary approvals were required. • . : 5 Project complies with all Engineering 'Conditions of Approval ,for Poject No. • . . • '• . . ' • ;Project does not comply. with , the following Engineering Conditions .of Approval' for Project No. - . Conditions ; complied with by: • • ' • Date:__________ Field' Review - , S • ' . . - :' 1_S S . • Field reviewcompleted.' No issues raised.. . . 8.-Field review completed. The following issues or discrepancies • . . with the site plan were found:, -• - . . • : Site lacks adequate public 'improvements. Existing drainage improvements not shown or in-conflict with • - - - 'site plan. :', ' - • • - S • , C. Site is" served' by overhead power lines .(Future Improvement S 5 - * Agreement required). • • S • • - . - . • D Grading is required to access site, create pad or provide - - for ultimate street improvement. E Site access visibility problems exist Provide onsite turnaround or engineered solution to problem F Other edication Requirements V9. No dedication required 10. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8-1/2.`-x 11" plat map and submit with a title report and-4-the required processing fee'. ,All easement, documents must be approved and signed by owner(s) z prior, to issuance of 'Building Permit. The' description of the dedication is as follows Dedication completed, Date: ., By: Improvement Requirements —Z 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to Occupancy'.' • •• .' ' • 12 Public improvements required This project requires construction of public improvements pursuant to Section 18.40 of the 'City Code.,.Please have a registered. Civil Engineer prepare appropriate improvement plans and submit for separate plan check process through the Engineering -Department..Improvement plans must,, be'- approved, appropriate 'securities posteä and fees aid prior to issuance of permit The required improvements are Improvement plans signed, Date: By 13 Improvements are required Construction of the public improvements may be deferred in accordance with. Section 18.40 of the City ;Code. Please submit a recent title report on the property so we may prepare the necessary 'Future Improvement '. ' ••• ' Agreement. .-.The Future Improvement Agreement, must be signed, - • notorized and approved by the city prior to issuance of a Building Permit. ' - • Future ' Improvement Agreement completed, Date: - By: ', • • • • • •' • ,, ' ,• ' ' ' Grading Requirements . 0 13a. Inadequate information .'available ',on site plan to make a determination on grading requirements-. Please provide more detailed proposed and existing elevations and contours . Include :accurate. estimates of the grading quantities - (-cut, / -fill, import, export): - V 14. No grading required as determined by the information provided on the site plan. •. 0 - -•- ____ 15. Grading Permit required. A separate gàding plan prepared by a registered Civil EngirIe&rmust be ' for separate 0 - plan check and approval through the Engineering Dèpatment. NOTE: . The Grading Permit must be .issüed:- and grading - substantially complete and found acceptable to the City Inspector, prior to issuance of Building Permits Grading Inspector sign off. Date: By: Miscellaneous Permits . S / - 0 / :16. Right-of-Way Permit not required. •,• 17. Right-of-Way Permit required. A.separate Right-of-Way Permit• - issued by the Engineering Department is required for the -. following: • . -. • . 18 Sewer Permit is not required.' 19: Sewer Permit is required. A. Sew Pemit is requird concurrent . with Bui1din Permit issuance. . The fee required is noted below inthe fees section. ; • . . . - Industrial WasteT Permit is not reuired. - - - 0 • 0, • . • Industrial WaWte Permit is required. Applicant must complete Industrial Waste'., Permit 'Application Form and submit •for City approval prior to issuance of Building Permits. Permits ',must -.be issued prior to occupancy. S • • Industrial Waste Permit accepted -: - • Date: • - By:- Fees Required Park-in-Lieu Fee .• S S Quadrant:- • ___ Fee Per' Unit: Total. Fee: . / 23 Traffic Impact Fee • • Fee Per-Unit: • Total Fee:_________ .• S • • . • S • - - : . S S - S - - •- - S S •• - S S - S • S 4S S V V V iV 4 VVV V, - - V V - V - £ V 24. Bridge and Thoroughfare Fee Fee Per Unit Total Fee 012,70 /* 25 Public Facilities Fee required _ 26 Facilities Management Fee Zone Fee V V V V 27., Sewer Fees Permit. No. V EDU's: V V V V V 'Fee:164 0'/____ 28 Lateral required ::er V p - ••j -REMARKS ,4J rwmeo V V , Pe2,nir )51/46 G) L4J(ç ( tIL eAtcs s -j cii ce 865' )9,'24 V V V - • ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY Date - V: V VVVV V V V;. •V V •V V V V • V V •V V V V VV V V V - VV V V V V :V 4 _ 'Vi V V V V V V V V V V 'V • V V V V•.V VVVV'V V V , - V V V VV' V V , • V V . 'V V . V V '•V V V 'V V V V 'V' V V VV V V V V •V V V V . VV. VV V V tVV V V V V V V V VVV . 'V V V 'V 'V -V V V 'V V VV,V V 'V 4 VVV V# V VV . V V V V •V 'V ' ' 'V 'V V ' V V Vç V. V 4V ' V'V V V 'V - V V 'V'VF V • V V,,VV V V. V ' V ' V V ,• V Vt' V V • '• V,V V' V V - 'V '•V'V 'V V ,, 'VV •V V V V V Vi •. 'V V V V V V V V V •VV . V . ' 'V V V, e V VVVV VV , V '' .VV ' V V V 'V V V V V V V VV 'V; V V , VV V I V V V V V V ' V V V V ''V V •Vt - V V ' ' V , V V V V V V ' VVV 'V • Vt V VViV ,V V V V_ V - VV'V V V 'V V V V , , V • VV4P V , V V ' V V V V , V V V ' .VI 'VV'V V V , V -Vi • V ,V V - V V ' V V V V ' V'V 4V 'V VV V V - V :.-- , I S - - - 4- S - I .- 4--•' t - -ç • - S Ca) sill ._a .4_S S • - 5' • - - ç5) r Cv) - - 'a S • 5. C .5 5 55 • -.; t . • -. - - - 4- -j S.- r 55 5 5 ) •5. - S S .. I I •Ss. - -: . -. ''PLANNING CHECKLIST -73 Plan Check No r ;• •- :.. Zone UsesAllowed7 YES - -- • -. , _S.-_I -' c-s c--s Setback:,,Front Side 5 Rear -- -_ :-.-- .•. • S : .- - a - -4 -- ( --- - .. --,• - - - Facilities Management Zone l - -. 'I 5•5_; ,Zt•-4- - School.,District - San Dieguito Encinitas * -• h-• - St - - - - - . •. . / .. 'Carlsbad San Marcos 4 -t . •/_ Discretionary Action Required YES (J,c NO ____ Ty e Ptp-/ [] Environmental Requird DYES NO -5 Landscape Plan Required ',fYES NO - .- - Comments ' -.• 55 •--•. . • _5.•v;'-• ;-;_ .1 E Coastal Permit Required YES NO S - ••- -. . -- :.- .- - --.- - '- Add i-t-i onCom me nts— - - ----- - —A -- ----.-.. - I P110 z1 C-6i -f ,-•• --: a - - Vjj 411 14' OK, TO ISSUE .555W 'DATE_______ - '•:-; •-. • 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 91-2121 QCitp at QCar1bab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF APPROVED 90 DISAPPROVED PLAN CHECK# fi;?— PROJECT A&L.SW tioS R,~46s= ADDRESS 13o-738 , ,3 ARCHITECT ADDRESS ''L' PHONE _______ OWNER ('f\ Cj(j '9cd2 LTi ADDRESS 44 LA PHONE OCCUPANCY _________ CONST.' ___________ TOTAL SQ. FT. STORIES OAieT $PRINKLERED EJ TENANT IMP. j .SHL (l 27cc S1F APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS 1 Provide one copy of floor plan(s), site plan, sheets ............2.: Provide two site plans showing the location of all existing fire hydrants' within 200 feet of the project. 3. Provide specifications for the following: 4.Permits are required for the installation of all fire protection system Ai riliO~R'r stand pipes, dry chemical, halon, COz, alarms, hydrants). Plan must beapproved by the fire departme stallation. t The business owner shall complete a building information letter and return, it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection'systems are required: Automaticfiresprinklers.(DesignCriteria:' ' rry Chemical, Halon, CO2 (Location: Stand Pipes (Type: 0 Fire Alarm (Type/Location 7.' Fire Extinguisher Requirements: '.One 2A rated ABC extinguisher for each (n O sq. ft. or portion thereof with a travel distance to the nearest — —e";nguis'er rot LO exceeo-7of trav& An extinguisher with a minimum rating of to be located: , • , Other: 8 Additional fire hydrant(s) shall be provided JaS ?.YL CI L.'L L_j) /2.PCL4... ) 'U EXITS 9. Exit doors shall be openable from the inside without the use of'a key or any special knowledge or effort. 10. A sign stating, This door to remain unlocked durin9 business hour " shall be placed above the main exit and doors LAJ-4€su. LLYL L-j ) iu (, 1<e/ u1-J FL)LTS ......._...11 EXIT signs (6 x 3/4 "letters) shall be placed over all required exias and directional signs located as necessary to clearly indicate the location of exit doors. ' GENERAL ..__12., 'Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous'chemicals shall comply.with Uniform Fire Code. 13. Building(s) not approved for, high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done comply with Uniform Fire Code, Article 81 14 Additional Requirements U L DE kiu a q3yz4 ±;6& A LL 2) 2i2 eui D coeL/ OF ' £' 3) t1' ( u ZAw'i ' L - Q Iz £tf )E P€eTS COP 0 • . 15 Comply with regulations on attached sheet(s) Plan Examiner Dale_u/,"a Report mailed to architect Met with _____ Attach to Plans DATE OCT. burkett $HE_________ ENGR_OG/EN & wong W JOB NO B3408A PROJECT CARLSBAD CROSSROADS Clvflenglnøefs . . . . HCH 4877 Viewridge Avenue San Diego, CA 92123 burkett L DATE & wong W SHEET______________ ENGR_____________ JOB NO__________ PROJECT structural & civil engineers - - - 7A.6 g I 1• : 1 , .. .. . . • . . . 11 • ,' . . i'-' ,b/,6 4. • .. •.. ../.... r ,?00 RAIL-711V6.- vg / 7 20 041A /40 A71- 01V f-i it' _=7 •:44J . 1 '7 '" . . . . . . .. . p • •. ' /4/ . / A1 .1 ./ ', . . ro -. • . a 4 DATE burkett° i) /'' & wong w F ENGR____________ JOB NO_!'3 oóA Tial. PROJECT structurol 4 clvii engineers CA94S*440 CA O—UR 0,4A,7 (00 i ol 2S' - - cj T9 N 3 J.4 v:zat _ L 41 :W : lt•I) S S L--=...---..._ - — - - ,• C) - , CI - - -za wa 7-7 7- H I I ,a :1 DATE . burkett SHEET_________ ENGR e . &WOfl9 W JOB NO structural & civil engineers PROJECT C4R L. ç c 4. / Ii //ej J Pft /Ax. e/-4E#.7-. ......................... IR 7.5 c3.5) ... -. ....... ..........T t . . 6'-/" tz i z 31 (01 . . UIj 5 x 1.%e - I -, ,s. . 73 ' f•_ O.S 7ic/, °-26 F:.. . I ' - (o • . - ''v's (7.51-') //Zkz—/1 0 IL / 65 I . . 2..6 .1,o1 , . .5 . I 7. 5 5: L ksj • /: '—o•4- DATE_______________ burkett L - SHEET ________ ENGR_E-J 9 .W JOB'NO__________ structurol & cIvfl engineers PROJECT . :::. :... . . .... - (/0 5)( r e" I r x z7 27 • . )(1.5 =L . 1• 6 . . . . 4 , , lei--x o.•5(f7 V s - - y . T,eG - Y . . . . ' 50 c(x X-11 )29)( 'Ir ... 1 1 DATE______0166 _______ bukett SHEET _____ . & WOfl9 ...... JOB NO Y eA? 'ENGR____________ . structural & civil engineers - PROJECT c AeL.S 15,90 -gS5 Ii J .. .. -. J1 .7s A .17 t ,ç )4 ,.= -L .9. C'- (.r,',)/4 . '/'6° :. •241 ,sk ._ 'M (6Z'. 7.&-?J .tp . I, :z .— Is . -. .I .,. c_ I . . . . . 3.2.7' I . . . F9- 0.57 ,c/ .(o.Z6(c/,) . . . . . - — o.d , — X>gg . D.5 .— .3 - . f1c. . (9')%1 4- 'r7) • • . . . . . . _. S ..- .r - 1 '— " . . . . . __ • . s-(-6)=- --(-. ) 1.gt' . (2. ~14 I',,,, + / '— 3! . x,g~'f OZ p , : I. - ss — ? ' '" 8 t . . . S S., • S . S $ .'• 1. DATE _/ o burkett C) ENGR________________ &wong JOB SHEET F— structural & elvUenglneers PROJECT 142 NO k) /2 ( .f2.1) 4€, £% (c (3 D ,ci' 7 ri 3t) f X/ L LL'_/ •-" / 3 __ 0 3.1 - 1f o Vi ic f. (e I (,3 k/ ) 1' 0 ,'u tyt je ( T I') 3 + L( 34 - 20 5 ($• 3C.) 0- )( 47 a- .-, • , 56 .. L. Jo.3,t.' (.,;) 'd .. ()(i) Pit' (84,)i + 3- SL.fC ( for- / ..z —/3 9,6 2- urkètt DATE _____ Awong w SHEET______________ ENGR .. . . JOB NO PROJECT C'9R84" structural & civil engineers Coe o RDA p r J5'(/!1/)-04 y(.rj.ç) (.•.") . ..J:1::. .:... 7 r. ) 1 . . . . .. 1 i. ............................................................................. '1 .1. I I . . . ..... .. . . .. I DATE & won burkett SHEET_____________ ENGR g W JOB NO_ 34,09A - - structural ,& civil engineers -. PROJECT I ! xj 7.N kA gas 0 14 ILVj IN - i -€- -- -_-- I r H I s'd - - -- I O' gn AA Id Ts I q\ 'N"t" tJFM' *I • Te tj - I - - Ii -- -- t DZ- ----- ____ RD :fr I - 'Cc' •. - a gooF E15 E g)41 (t' ) L= i pS L L = 2o 16 fr1C.-( po12 /-i, LAJ ' o _____ ,e :•• * =- - rA 7I2tcQ - /4 a . /•5-7 2- / / 2 (_-i =. I. 9: - 2.- 2-a' a sr ___•___1 74 c ~•- ZI,i1 ia6 r4z -3 =o 7rx6o'-2.2.-xB f—.).x '/)/= "12 vv - —a ('' ° DATE burkett &WOfl9 W ENGR____________ NO 38A . jo& structural & civil engineers •. PROJECTC4R /5 ,q b t . . f7 G8-4 ki P .$ /, lc /, . . Ic = • ..... ....... 13 ~9 Zj Y 7' C i. +16') o.s /,(D -2 6 1' A) I S30 . p-S . . .• U'I6pir C. Sc Se. 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QOCO • burkettA DATE & wong w ENGR • • • struuroi •& cIvIengInoe PROJECT C-'oc5RoAp SHEET JOB NO___S 2408'q ______ 'I . • • - • i4w 61T • I - • W ' ,, 15,e/ •- Z- + 26 x 56L / = < 3?_315• :'1&. 7D.S U5 3L3I'r • ---• •• 33,L - :4 —' =c774 • • • • • .- -t , ted Er-i. & • Cbs,,) Ve 47 - •- ---'° ' =: '/ Vj • -- • •• •• • • • - /'-rS. j - f ('i (204 Cfr/o i' Q 2. • c' PN..CNicfc') , • IVAK • • - • -. 1 0 •. I C • (44- ,7sZc'"3 Z_ -• I 4_l • • burkett C DATE ENGR .&wong structural & civn engineers PROJECT crnseA SHEET_ L JOB No 3S09 —MJ ;i UI3 32_ .&x /so * - 6 /5 g =- c *1, I V', C ' ___ 1_.s_ •/, 1 Vb+ 74'/c 4= 30S2 - II '1 Z. -/N 2 7.?' icil/154—G,u' _____ -i 7 L c ei Z I S F, 5'2Z 5 2' 27+i2J• tl/ 40*1 7j ' oo t8 3 '7 I , S -'-' £3 Ar I I £L L - DATE - - burkett AlA SHEET_ - ENGR PROJECT ( itvuctwol & clvO.ngln..s ,400 - .. co 0 PC VV vs 25' . Ô6# c,.i/.#de _____ ,çv,oae , 1 II . ... 1:: ®_._:. ... •0 / / / tI .- ---- '..L .. ...........::. WA ________ - _l,v' I S . I 5. •-:-- ___ DATE___________ burkett C INGR &WOAQ S PROJECT C>Te. 5AA • & clvii engineers FM SHEET L 2 JOB NO 'OaA V= 1 CbAfdo) I'7' : //e" • 2 4 P47. • c'',) /S S. 7 Z) . v6- 5' # ,s.g( / £o o' . ,8S' -'5.'ft?. =-•7 57 S •32 . . Va 7-5.- sa8S5 + s7c'.ç . S. • 3Si • . .5 •• .• g8-5,j-,a.- •3-Z,o • PThMo 3v' S • 4(2. ••> 'EL - Cct'p i/ZC .oS75J tA • 5/ 5 5 • e'A S S , ,, eq. \ S .C.V/.Bc-fV," * •'XJ - ,çoQ 770 ø•/l •• =. :776 '< 4. 37'7-5 . _____ 2.Q/i v5 770'-w" 7 2?.c* 7O52 9 /3 S.. • S. S. 4f ,t .SX', fr • 55 3L -1 2 • •.• _•ia•' 55 5 Cc,c ,x'ye- d6j,/5 s W, 71 4.0•• • .5 - Flo 4*4 DATE_ QurKeu / ENGR & WOfl9 w £ j PROJECT 1- - - . - . 1i 24L(' j. 24. 25 ®1stt I I , I fl,4144 ,t 4 - -i'n' - Al eft j -- burkett C SHEET— DATE Wong ENGR_. JOB NO________ structural :& civil engineers PROJECT • i-/?7ER,qL.. LP'4 4.) . . .eI.-.- ç r / Jz LI ~7 98 % • - :.• V, 2L .2.-. - - . -Z:? 7.3 4 • .. . . . - t-iI, - = S • F1 • . : - __ • 15a. - 2.X73 .i = /4"o .4 .... ./77 3/2.t :• z9..S42 9/0 - • . 7 .fa . - . •- . - •. •,. ..•. ri f /i7 Isy I j/4(., p;s-,'.r)~v'-,a'c. - . . 'c I OAC Ic TMjfl !.pofl d San Die County Office: 9240 Trade Place, 'Suite 100 zz 1z San Diego CA 92126 May 30,.. 1990 619/536-1102 '• fax;6191536-1366 Corporate Office: Laws Company Ltd. Job. No. 05-7564-001-02-10 5Mason 130.0 Bristol Street'. North Log No. 0-1.718 Irvine, CA 92718 Suite 200714/951-8686 . fax: 714/951-6813 Newport Beach, California 92660 Inland 're 'Attention:: ce- 1906 Orange Tree La' e I -erson, Suite 240 . '. . . . . Redlands, .CA92374 SUBJECT.:, CHANGE OF" GEOTECHNICAL CONSULTAN 714I7924222 . . , fax 714/7981844 ' . Lot 2.1 Carlsbad Oaks.. Business. Park Orange County Office: , . . Carlsbad, California.. 15 Mason Irvine, CA 92718 714/951-8686 fax: 714/951-7969 Gentlemen: As .'requested. by you, on' May 23,:. we- ceased geotechnical observation and testing. services at the above referenced site. - Upon the cessation of our services', backfill operations' for - the underground utility lines were still in. progress.. We issued" pavement section recommendations but preparation of most' of'the pavement subgrade had'-not ,been started. Since-the work was, still in'progress, no reports have been issued for'. either utility backfill. operations or pavement operations. F•ic grading 'of the lot has been cop!ëted acI' we have isue our report regarding testing and observation of general' fill, placed for the site. . . We wish to point out. that the new engineer-of-record for the project will be responsible for the final, condition of the site soils. Because the remaining work will 'be accoinlished. Geotechnical Services, Construction Inspection and Testing Laws Company Ltd.. , Job-No. 05-7564-001-02-10 May 30, 19.90 . . . . . . . Log. No.. 0-1718 . Page 2. without our., testing: andobservation, ICG. Incorporated retracts . all., responsibility; for performance of the compacted fill and the improvements that' it,"will support. . Very truly yours, , . • • , . • ICG INCORPORATED. • . . . 5 DL- Bryal!? Danielson, P.E. Project Engineer BD/bd/pb . . • • , . , Distribution.: (2) City of Carlsbad . , - HN PARTMEOS _ - - MAR151989 :. - SANPiEG NiCALCONSULTANTS INC SOIL ENGINEERIN _414kMIRL-ERING GEOLOGY TM March 151 1989 - - - Jive M Deve1pment, Inc - Job No 056747-0O30001 3456Camino,.De1 Rio North - - Log No.9-1299 San Diego, Calif ornia92108 I Attenti-on Mr. Neil Medlok SUBJECT: UPDATE LETTER - - 0aksBusinessCente- -Lots5 and 6 4 ,,Carlsbad, California - - - - Reference San Diego Geotechnical. Consultants, Inc - - - November, 20,,. 1986, "Foundation Investigation , - Carlsbad Oaks Business Center, Lots 3-6 - Carlsbàd, California," Job No., 30065-00 ,. Gentlemen - - - As requested, Lots 5-and 6 -of the Carlsbad Oaks Business Center -were reviewed by our-geol'ogist toüpdatecoriditions a t the-' .--'•'' site - The sitewas visited on March 14,1989 - - --- -- - .- -.-.-- - j.-- ---. -- The subject site appears relatively unchanged sincethe rough grading completed in 1986 The lots are mstly f1at-lying except - for shallow ditches-'and--basins' for drainage control Some'pondçd.-.-. water was observed on the southern side of the site, apparently irrigation-runoff from the parkway 'The surface soils exhibited some weathering with minor dessicatión cracks The soils in the northwest' quarterof the site appeared very moist from irriga"tion ---The slopes appared t"o be in good condition with a - dense cover of shrubs and no erosional gullies A sparse cover.-,,-.- of weeds andgrass exists over thepd.Minortailiñgsof - - concrete-were observed and some construction materials arestord -. at the northeast Eoifier of the property - - - - - -- 4 -. A SUBSIDIARY OF THE IRVINE CONSULTING GROUP, I NC. - 9240 TRADE PLACE SUITE 100 SAN DIEGO CA 92126' (619) 5361102. FAX (619) 536-1306 r ØTMICG incorporated San Diego County Office: 9240 Trade Place, . Suite 100 October 25; 1989 San Diego, CA 92126 619/536-1102 fax: 619/536-1306 HCH Partners 4877 Viewridge Avenue Corporate Office: San Diego, CA 92123-1667 5Mason - Irvine, CA 92718. Job No. 30065-00. Log .No. 9-2301 714/951-8686 . Attention: Mr. Steve Rossi fax: 714/951-6813 . . - Inland Empire Office: SUBJECT: REVIEW OF FOUNDATION AND GRADING PLANS 19O6 Orange Tree Lane, . . . Carlsbad Crossroads, Phase' II Suite 240 Redlands, A92374 . Carlsbad, California 714/792-4222 . ' . . .. .....714/798-1844 REFERENCES: 1) Foundation Investigation, Carlsbad Oaks Or ange County Office:. Business Center, Lots 3-6 ., Job No. 30065-00 . Diego' - ' 15,Mason San. Geotechnical Consultants, Inc., Irvine, CA 92718 .. November ,20, 1986. 714/951-8686 . . . tax: 714/951-7969 ' 2) Bid Package Plans, Carlsbad Crossroads Phase II, by HCH & Associates, August 28, 1989. Gentlemen: We have reviewed the referenced grading and foundation plans' for Carlsbad Crossroads Phase II. Our review indicates that the recommendations of our foundation investigation for the - . - project have been . incorporated in the plans. However, we recommend that on Sheet SP-1, Division,2, 1.3.2 be changed to read "The soil engineer will make field dens-ity_ nd oistIMP- tests in accordance with ASTN D1556-821 orASTMD2928j Please call if you 'have any questions or comments regarding. this letter Very truly yours, ICG, Incorporated C 040333 . - - Anthony F. Belfast, P.E. 40333 • - - - .• '. Chief Engineer . . expires 3-31-91 Geotechnical Services Construction Inspection and Testing A ...:.L .' ': _ 4000 , -' DIECO )TEC_C,LCOiULTS NC April 10, 189 5 M-Déveiopinent Inc. Job No. 05-6747-003-00-01 C/ HCH & Associates Log.No. 9-1424 4877 Viewridge Ave. San Diego, California 92123 -. Attention: Neil 'Medlock SUBJECT: : SLAB AND PAVEMENT SUBGRADE RECOMMENDATIONS Carlsbad Crossroads, Phase II Carlsbad, California Dear Mr. Medlock: As you requested at our, site meeting of March 31, 1989, we have prepared this letter addressing potential mitigation measures which may be used to control soil expansion below exterior slabs and pavements. During a brief site walk of the completed Phase ,I you indicated to us that soil expansion below the exterior flatwork' was causing' differential movements between the walkways and curbs and building foundations. In some cases movements of the walkways .adjacent to the foundation has resulted in doors being difficult or impossible to open. ' On the northeast corner' of Building A it was-necessary to remove and reconstruct the walkway. It was noted that the majority of the problems encounteredwere along the north. side of building A.where drainage of the landscaped areas and the walkways was very poor. The slope of both lawns and walkways within this area was not sufficient to drain water away from the building. A brief, conversation with personal - from Neilson construction and the maintenance personal indicated the runoff from - rain and irrigation tends to pond against the building, in this • A SUBSIDIARY OF THE IRVINE CONSULTING GRiUP. INC. • 9240 TRADE PLACE. SUITE -100 • SAN DIEGO. CA 92126. (69) 536-1 102 FAX; (6191536-1 306 5 M.Develoonent Inc. Job No. 05-6747-003-00-01 April 10, 1989 Log No. 9-1424 Page 2 area. This is further noticed by the presence of water staining on the carpeting in several of the units along the north side. We recommend that, a subdrain system be installed along this side.. In order for such a system to, properly function a minimum ground slope, of .2 percent towardthe drain must. Any: areas of flatwork that slope back into the building or show evidence of ponaing should be reconstructed to allow drainage in to the street gutters or other suitable collection system If such a system, would be used, please contact our office for. a recommended detail of, the construction. In order to reduce the potential for the same type of damage occurring on the planned Phase II we are providing you with several options for mitigation The first two options provided will provide the,best protection 'of the options provided. In addition to the options provided below we recommend that proper drainage be maintained throughout the complex.' Implementation of any of the ..following,opti'ons without' proper drainage will reduce or possibly negate the effectiveness of the 'mitigative measure. 'l. The first option which should, be' considered is the removal of two feet of the subgrade ' boil and, its replacement with'a 'non-expansive fill. Removals rnay'be. limited to slab and pavement areas..Replacement soil should have an Expansion Index of less than 20 and should be mechanically compacted to 90 percent of its laboratory maximum density (ASTM D1557). No special reinforcement is considered necessary for pavements on these select . soils,from a soils engineering standpoint. The major drawback of this, option is that if the select soil ,is predominantly clean sand or gravel it may act as a sump 5 N Development Inc. Job No. 05-6747-003-00-01 April 10, 1989 Log No. 9-1424 Page 3 to collect excess water in the area. In order for this option to be effedtive, some method for preventing water from entering into this low area. should be implemented. Such a method is outlined in option 4. 2. The second option involveslime treatment of the subgrade soils below the proposed slab and -pavement areas with 3 to 5 percent (by weight).dry hydrated lime.. The actual amount of lime needed for optimum results should be determined in our laboratory prior to grading. Typically . a time frame of. ,l to 2 weeks frbmthe time of sampling, is needed.-to provide results. Lime treatment is typically quite effective in reducing expansion effects. Treatment should extend to at least 2 feet below' subgrade. No special reinforcement is considered . . . necessary from a geotechnical -standpoint. It. should be noted that lime treatment is likely to -affect plant growth in adjacent areas.. •- : - - - • 3. If alternatives 1 and 2 are considered economically-. infeasible and some heave-and long term maintenance is tolerable, the 'following option is recommended. Concrete walkways should-be a minimum-of 6 inches thick with steel •... reinforcement consisting of No 3 reinforcing bars placed . . - at 24 inch centers each way. Crack control joints should be placed on - minimum 10 foot- centers, each.-way., Differentialmovement between walks and expansion joints, curbs, foundations or landscape features, can be decreased by doweling the sidewalk into the adjacent concrete. This option will not' eliminate or reduce the heave of walks but will tie the walks together so they act as ,a unit. 5 Development Inc. Job No. 05_6747-00300-01 April 10, 1989 . , Log -No . 9-1424 .Page 4 . . 4 The use of a geomembrane cut off wall -Jgure will also help to reduce the effects ,-of expansion, this method may be used in conjunction. with 3 (above). The cut off wall used with slabs and pavements with no reinforenent might reduce expansion effects somewhat but not to thedegree that reinforced' pavements would., The membrane should be draped: into a 3 foot' deep "ditch witch" type trench and folded 'a width, of 1 foot beneath the proposed walkway. . The'rnemb±ane may consist of an impermeable plastic or bentonitic panel. ' Visqueen is . 'not recommended due to its limltedlife.. On-site soils or low strength grout may be used for backfill. Clean sand' or gravel should not be used as backfill asthis'.; will resulting in a low area for .,water to pond and saturate the subgrade soils. Car,e should be taken during backfilling to avoid rupture of the membrane. . . • This opportunity to be of service has been appreciated Should any q'uestions arise or if we can be of further service please ' contact our off ice.. • • • • '.' • , • :. . •. • . ' .• Very truly yours, SAN DIEGO GEOTECHNICAL CONSULTANTS, INC Erik J'. Nelson, F.E.0 44102 Anthony . 'Belfast, P.E. ç 4033,3 •. Expiration Date:. " Chief Engineer • •. • Project 'Engineer..)-\\ EJN/AFB/rp : • " - -'T • • : •' . . . • - 1 I FOUNDATIONINVESTIGATION''. CARLSBAD OAKS' BUSINESS CENTER LOTS 3-6 . CARLSBAD,CALIFORNIA I PREPARED FOR I FIVE M DEVELOPMENT, IN 3456,'CAMINO DEL. R'DOORH: SAN DIEGO', CALIFORNIA 92108. 'I -.'... .' I PREPARED BY DIEGO GEOTECHNICAL CONSULTANTS, INC. 5240 '-TRADE PLACE, SUITE 100 SAN. DIEGO, CALIFORNIA 921-26 ''1 . .•- .'-i -:: - -, NOVEMBER 20, 1986 - ' JOB NO. 300650.0 - LOG NO 6-6552 I I a - I . TABLE OF CONTENTS I 1 1.0 INTRODUCTION 1 . 1 Authorization. , ......... .................... 1 1 1.2 Scope of Services 1 1.3Project Description ................................ 2 - I 2 .0 ' S ITE DESCRIPTION............................................2 3.0 FIELD EXPLORATION ...................................... 3 I 4.0 LABORATORY TESTING 3 5.0 SUBSURFACE CONDITIONS ................................. 3 5.1 Geologic Conditions 3 I 5.2 Fill ...................................... ........ 4 5.3 Bedrock .....................4 5.4 Groundwater ........................... ............5 I 6.0 . SEISMICITY ...................... ......... ............... 5 6.1 Regional Seismicity ............................... 5 I 6.1.1 Earthquake Accelerations ................... 5 6.2 Seismically Induced Settlement of Soils ...........6 6.3 Liquefaction. .......................................6 1 6.4 Lurching and Shallow Ground Rupture..............7 6.5 Tsunamis and Seiches ............................... 7 7.0 ENGINEERING CONSIDERATIONS 7 .1 Expansive Soils ................. I ................. 7 7 7.2 Differential Settlement ...... ....................... 8 .8.0 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS............9 I 8.1 General Discussion ................................ 9 8.2 Grading and Earthwork ................. ............ 11 1 8.2.1 General 11 8.2.2 Geotechnical Observation ................. 12 I . 8.2.3 Site Preparation—,........................12 8.2.4 Fill Material .......................... ... 13 8.2.5 Compacted Fill 14 8 .2 .6 Tren ch Back f i 1 1 ............................ 14 8.3 Slope Stability ....... ...• ........................14 8.3.1 Existing Slopes .......................... 14 I . 8.3.2 5:lope Protection/Maintenance ...... ........ 15 8.4 Surface and Subgrade Drainage 15 8.5 Foundation and Slab Recommendations. .............16 I 8.5.1 General .................................. 16 8.5.2 Foundations..............................16 I H 1, - TABLE.-OF CONTENTS I (Continued) - I - - 8.5.3 Slabs ..........................• ......................17 -- 8.5.4 Foundation Observation' ... ................. .1 7. 8.5.5 Lateral LOad Res i's cance... .-. .... .... . . .. .18 8.5.6 Footings Set, Back From Slopes. .... ......... 18 - - , - 8.-~61 Re ta. in i rig Walls ........ . . .. -. . . ...... . '.- . . .' .......1 9 I - 8.7 Reactive Soils........ •, .......19 8.8 Pavement Recommendations.........- ......19 1 - '- 8.9 9.0 LIMITATIONS _Plan- Rev-iew......................................................21 OF INVESTIGATION... ........................ 21 I FIGURES AND TABLES - Follows Page Figure 1 - - - Locat-ion Map,-:,,- 2 :Figur-e'2 Regional Fault Map;', -•--- - 5'; - - __; Table 1 , -- ' Sei-smicity for MajoFau-lts - 5 ATTACHMENTS- I Plot Plan: -Plates:-1 and 2 I APPENDICES I Appendix'A References - - - Appendix B Field-Exploration - - - I Appendix-C,,, Appendix Laboratory Testing P - - Guidelines for Grading ,Standard - ii .1' I . Five M. Development, Inc..", Job NO. 30065-00 November 20,'1986 Log No. 6-6552 - Page 2 1 Pre'parationof this report and accompanying I maps, and ôther. graphics presenting our findings, conclusions, and recommendations 1 1'.3 Project Description I It is our understanding that 10 commercial/industrial buildings are planne-d for the site. The buildings are I ' currently planned to consist of concrete -tiltup' panels placed on a' conventional spread footing system and slab I , on-grade. Telephone conversations with engineers at Burkett & Wong Engineering indicate that foundation loads of up to approximately 2200 pounds per lineal " foot are expected for continuous footings and 40 kips for isolated column lads. . . Additional grading for the site is expected to involve I.. . . conventional cut/fill techniques in order to provide precise grades, building pads',. driveways and parking areas,. and provide site drainage., . . . 2.0 SITE DESCRIPTION I The site consists of four previously rough graded, lots : I. . withi-n.the'Carlsbad Oaks Business Center. The lots-'were, rough graded'.-under the observation and testing of San-Diego I ' Geotechnical Consultants, Inc. 'The As-Graded Ge'otechnfcal - Report for'the mass grading on this project was being . I . compiled.-at the time-of this report. The site is located north east of the intersection of Palomar Airport Road and El Camino Real,' Loker Avenue (see Location Map, Figure 1). The rough graded lots make up an irregular shaped level area I roughly 700 by 8Q0 feet. Previous grading can' be chàrac- H c = al 505 it I f-11 -300 ng ri 041 i )T — / 0 - r\r SITE - CRLSFAD- - Lfl l3I —— ' r_1CARLSD 18 .-7 o OZ ; o T/ 10, ilk IT- 23, - - - ADAPTED FROM U.S.G.S. 7.5' ENCINITAS 0 2000 - 4000 (1975) RANCHOSANTA FE (1983), SAN LUIS REV (1975), SAN MARCOS (1983) - FEET : QUADRANGLES LOCATION AAP IJOB NO.: - DATE: FIGURE: L 30065-00 - * 0 NOVEMBER 1986 - - 0 SAN DIEGO SOILS ENGINEERING. INC. I Five M. Development, Inc. , Job No. 30065-00 November 20, 1986 Log No. 6-6552 Page 3, terized as a deep side hill and canyon fill. A cut/fill transition ,runs through the middle of the site from north to south. The maximum depth of 'fill on-site is approximately I 55' feet; The north and west sides of the site are made up of 2:1 (horizontal:vertical) fill slopes with a maximum height of 85 feet. 3.0 FIELD EXPLORATION Subsurface conditions we're' explOred by drilling thirteen I ' exploratory borings to a maximum depth 'of approximatly 40. • feet below existing grade. The approximate locationsof the 'borings are-shown'on'the attached Plot Plan, Plates-1 and 2. The borings were drilled with a truck-mounted 8inch diameter hollow stem auger. • ' ' Drilling of the borings was sup,ervised by -,our field ' I 'geologist who logged the soils and obtained bulk and relatively undisturbed samples for laboratory testing. 4.0 LABORATORY TESTING 'Laboratory tests were performed on representative samples of I in sail obtaine'd during our evaluation. Tests were performed accordance,with' test methods of the American Society for Testing and Mateils or other accepted,standards.• A brief-, 1 description of t,he, tests performed are included in Appendix B. • 5.0 SUBSURFACE CONDITIONS 5.1 Geologic 'Conditions I previously Site specific geologic conditions-were addressed the "Preliminary in Geotechnical Site Study" • ' ' ' ' .--' '' '' - ' • I '. ' '' "'i .- ,• H I Five M. Development, Inc. Job No.--30065-00 November20, 1986 Log No. 6-6552 Page 4, for Carlsbad 0aks'Business Center dated March 15,.1986- by Woodward Clyde Consultants and "Preliminary , Geotechnical Investigation, Gi,ldred Tchang Property", by •Tesclng.Engineers, San Diego'dated August 19, 1985. I Additional information obtained during' rough grading will be'.provi.ded in "our forthcoming As'-Graded I Geotechn'ical Report. I . 5.2 Fill i . Fill was encountered in' Borings 1, 2, 3, 4, 10, 11 2 12; I and 13 to a maximum explored depth of 38 feet. Up to 55 feet of compacted fill,, was placed on the site during I . rough grading. The fill varied in soil type and included 'fom silty sand, clayey silt and clay. I -.. . Consistency' was' generally moist and medium dense/very stiff. . Fill soils exhibited a medium to high expansion potential. 'These materials' are considered suitable for the support of fill-or-structural-loads, and may be I reused-as compacted fill material.' However, special design considerations are recommended because of their expansion potential. The contact between the fill, and bedrock at the surface of the pad (daylight or , transitions) is shown on Plates 1 and 2. 5.3 Bedrock Santiago Formation was encountered in the borings t 1 . the surface and underlying the fill. The bedrock - generally consists of hard siltstone/älaystone and I dense sandstone material. In Boring 4-a 4 1/2 foot thick layer of remolded claystone was-encountered, - which ,-was verymoist and firm to stiff. Gypsum I crystals up to 2 inches in diameter were encountered I i TABLE 1 SEISMICITY FOR MAJOR FAULTS F - MAXIMUM ESTIMATED I DISTANCE PROBABLE PEAK BEDROCK REPEATABLE HIGH FAULT FROM SITE EARTHQUAKE ACCELERATION BEDROCK ACCELERATION I Elsinore 22. Miles NE. 7.0 0.20j, 0. 20g Coronado Banks 24 Miles SW '6.5, 0.11' 0 hg I SanJa.cinto- 46Mi1es-NE -7..5 0.h1g 0.11 g, San Clèmente 58 MilésSW 7.3 •- 0.08g .0.08g San Andreas 70 Miles NE 8 0 0 08g 0.08' I I Newport- - * I Inglewood 53 Mils NW 6.5 0.05g - 0.05g - -: Rose Can yon4 " 7 MilesSW A5? O O.29g -0 19 g La Naci6n4 26 Miles S .6.O 0 08g 0 08g I; Seismic Safety Study City of San Diego Seedand Idriss(1982) (1974) & Bonnilla (1970) 3 Ploessel & Slosson (1974) 4 Potentially Active - - - I H I I . I .-- ."- I - - - - .-- 4 : — — — — — — — — — — on — — — — — — — — •• ' o \J : mispo \ N . 'øI •\ \Vi\?.1-- _ ;7< PI .' --- AL-ALE —0y 4 o ( 4H \o -4J----L---.____ : • - MEXICO . . -- I • • C-10AA119D 1111; 0. - REGIONAL FAULT MAP: . . • JOB NO.: • • • DATE: ]FIGURE:30065-00 NOVEMBER 1986 . 2 I 1 $ • . a - I I I Five M.. Development, Inc. Job No. 30065-00 November 20, 1986 Log -No. 6-6552 Page 6 accelerations at the site, for construction I engineering purposes, these faults are not considered active. - - The estimated peak bedrock acceleration for the above-described seismic event is 0.20g -A I - - one-third reduction in acceleration for events - - within roughly 20 miles of the site is generally I - accepted as the anticipated repeatable high - bedrock acceleration. Events' beyond an I . approximate 20-mile radius, however, should use - - the peak values for design consideration. An - - anticipated repeatable high bedrock acceleration - I of 0.20g resulting from a 7.0 magnitude - - earthquake on the Elsinore Fault is considered I - an applicable design consideration for the subject site. Site specific ground response - I - - - - evaluation was beyond the scope of this investigation. Design of structures should - - I comply with the requirements of the governing - - jurisdictions, building codes and standard - - - - practices, of the Association of Structural - -- - I Engineers of ,California. I 6.2 Seismically Induced Settlement of Soils I - The soils underlying the site consist of firm bedrock • and-compacted fill. These materials shàuld not be - - subject to seismically induced settlement. 6.3 Liquefaction - • - - - The bedrock materials and compacted fill underlying the I site are not considered subject to liquefaction. These '- I Five M. Development, "Inc. Job No. 30065-00 November 20, 1986 -. ' Log No. 6-6552 Page 7 site materials-have generally high relative densities and are not in a saturated state. 6.4 Lurching and Shallow Ground Rupture Breaking of the ground because of active: faulting is not - considered' a hazard on the site due-to the absence- - of- active faults. Cracking, related to shaking from I distant events, is not considered a significarit hazard, although -it i's •a possibility at any site. 6.5- Tsunamis and Seiches - - I The site is not subject to inundation by tsunamis- or -- seiches because of its elevation'above sea level and the absence of lakes and ponds. - - - - - - 7.0 ENGINEERING CONSIDERATIONS - - - - - - -I Bearing materials within the depth of foundation influence - - at-' t the site-consist of previously placed fill, and bedrock ---- - materials. - - -- - - - - - 7.1 Expansive Soils - - - - - - -- Bedrock and fill exhibit a moderate to high. expansion - potential. The-leffects, of expansive soils on -, - - - - - - foundations can be reduced ,by either remedial grading -. - I --- or by secjal'ly designed fOundations. Remedial grading - - could consist Of replacing expansive soils with - I -non-expansive import material within the building area - or by moisture conditioning the soil and constructing - specially. reinforced'fOundat'ions Alternative methods I - - - - for treatment of expansive soils are contained herein. - I - - - - - - - - - t ': - - - - - - - Five M. Development, Inc. Job No. 30065-00 November 20, 1986 Log No. 6-6552 Page 9 8.0 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS 8.1 General Discussion No geotechnical conditions were apparent in our explorations which would preclude the site development as planned, provided the recommendations discussed in this report are fully complied with. The site conditions of most significance to the proposed development are the expansive nature of both the fill. and bedrock materials, and the possibility of structures spanning the cut/fill transition area. Differential movements are possible due to both the different expansion and settlement characteristics of the fill and bedrock materials on "transition lots" We, therefore, recommend that the bedrock portion of transition lots be overexcavated below the bottom of the proposed footings. In addition, we recommend that all building areas be moisture conditioned to decrease the expansion potential of the soil. The depth of moisture conditioning should extend to at least two feet below slab subgrade. . Two alternatives are recommended to moisture condition the subgrade. The subgrade soils within two feet-of subgrade may be removed, moistened to at least five percent over optimum moisture conditions, and then - replaced as a uniformly compacted fill; or the subgrade soil may, be presoaked from the surface until moistened • to at least five percent over optimum moisture - conditions. The disadvantage of using the latter recommendation is that considerable time may be - necessary for moisture pen 11 etration from the surface of occur. In addition, it also will necessitate that 'Five M. Development, Inc. Job No. 30065-00 I November 20, 1986 .: Log No. 6-6552 Page icr foundations and slabs be constructed in two pours, in 1 . order that the perimeter stern walls can be used to pond water during presoaking. . The following table lists the proposed buildings and the foundation soil conditions which are anticipated. I 'It also provides the recommended overexcavat ion to. mitigate the cut/fill transition. The depths of I . .overexcavation are based on the maximum-depth-of fill present across the transition, and our past experience with such problems. . Maximum Depth I ' Building . Bearing of Fill on ' Recommended Remedial Number Material Transition Lot Site Work I ' A' . Bedrock/fill ii Feet Overexcavate bedrock 3 feet transition ' below footing bottoms Moisture condition upper"2 feet of. slab subgrade . • I B Bedrock/fill 5 feet Overexcavate bedrock 3 feet Transition . below lowest adjacent finish grade Moisture condition upper 2 feet of slab subgrade - I ' C Fill .. a) Moisture 'condition upper 2 feet of slab subgrade I D Fill ' a) Moisture condition upper 2 feet of slab subgrade E (No Building E shown on plans) ' F Bedrock Cut a) Moisture condition upper 2 1 ' ' . : feet of slab subgrade I " ': '•'. : •. '' ' ' • '.. I Five M. Development, Inc. Job No. 30065-00 I November 20, 1986 Log No. 6-6552 Page 11 Maximum Depth Building Bearing of Fill on Recommended Remedial I Number Material Transition Lot Site Work I G Bedrock/fill 5 feet a) Overexcavate bedrock 3-feet Transition below lowest adjacent finish grade I b) Moisture condition upper 2 feet of slab subgrade H Bedrock Cut a) Moisture condition upper 2 feet of I slab subgrade I I Bedrock/Fill 2 feet Transition 0vrexcavate bedrock .2 feet below lowest adjacent finish grade Moisture condition upper 2 fill of I slab subgrade J Fill a) Moisture condition upper 2 fill of I slab subgrade I 8.2 Grading and Earthwork I 8.2.1 General I All earthwork and grading for site development should be accomplished in accordance with the I . attached earthwork and grading recommendations (Appendix C) and Chapter 70 of the UBC All I presented special site preparation in the recommendations following paragraphs will supersede those in the attached Standard I Earthwork and Grading Recommendations i i I I I I Five M. Development, Inc. Job No. 30065-00. November 20, 1986 Log No. 6-6552 Page 12 8.2.2 Geotechnical Observation Continuous observation by the Geotechnical Consultant is essentialduring grading to I confirm conditions anticipated by the preliminary investigation, to adjust designs to I actual field conditions, and to determine that grading proceeds in general accordance with the recommendations contained herein 8.2.3 Site Preparation a) Transition Lots I In areas where buildings will straddle cut/fill I transitions, it is recommended that the bedrock materials be overexcavated and replaced as a I uniformly compacted fill The buildings affected, and the recommended depths of I overexcavation are .provid ed on Table II. The lateral extent of this overexcavation should include the area 5 feet outside of the perimeter I footings. I After the excavation has been completed, the bottom should be observed by the Geotechnical I Consultant to determine that soils conditions are as anticipated and that' the depth of I overexcavation is as recommended. The building area may then be brought to the desired grade using the on-site soils, compacted to at least I 90% of its maximum density at approximately optimum moisture conditions. I I Five M. Development, Inc. Job No. 30065-00 November 20, 1986. Log No. 6-6552 Page 13 b) Moisture Conditioning We recommend that the subgrade soils within two feet of slab subgrade be moisture conditioned in order to decrease the expansion potential. Moisture conditioning may .be accomplished.by presoaking from the surface, or by removing the soils, moistening, and recbmpacting. The end result of either method should be to increase the moisture content of the soil within two feet of subgrade' to at least five percent over optimum moisture based on ASTM D 1557 If presoaking is utilized, the perimeter foundation should be placed first to retain the water used for presoaking. It should be-noted that considerable time may be necessary for water to penetrate compacted fill and bedrock. If removal and recornpaction is utilized, periodic sprinkling may be necessary to maintain moisture conditions between the time of grading and time of construction. Prior to construction, moisture testing should be performed by the Geotechnical Consultant to confirm that moisture conditioning is as recommended. • 8.2.4 Fill Material • Soils derived from on-site sources should be suitable for re-use as compacted structural fill. - . . I I Five M Development, Inc Job No 30065-00 November 20, 1986 Log No. 6-6552 Page 14 I I 8.2.5 Compacted Fill Details of fill placement are presented-in 'I Appendix C. In general, all fill should be compacted to at least 90% of Modified Proctor I Density (ASTM D-1557) at approximately optimum mositure conditions (except in areas that are to I be moisture conditioned). Sufficient observation and testing should be performed by I the Geotechnical Consultant in order that an opinion can be formed as to whether the compaction requirements have been complied with. 8.2.6 Trench Backfill Utility trench and/or wall backfill consisting I of the on-site material types should be placed by mechanical compaction to a minimum of 90- percent of the laboratory maximum density.. 8.3 Slope Stability • 8.3.1 Existing Slopes • I The fill slopes currently existing on this site I should be stable at the 2:1 slope ratio currently existing. Any changes of slope ratio :I should first be analyzed by the Geotechnical Consultant. • I I I Five M Development, Inc Job No 30065-00 November 20, 1986 Log No. 6-6552 Page 15 8.3.2. Slope Protection/Maintenance - Although slopes should be stable at the slope ratios existing at this time, the soils used in construction are susceptable to errosion For this reason it is recommended that slopes be planted as soon as possible after construction. It is recommended that deep rooted plants adapted to a semi-arid climate be used. Site drainage should be directed away from the top of all slopes 8.4 Surfaceand Subgrade Drainage The performance of foundations is highly dependent upon maintaining adequate surface drainage both during and after construction. The ground surface around structures should be graded so that surface water will be carried quickly away from the building without pond ing. The, minimum gradient within ten feet of the building will depend upon surface landscaping.: In general, paved or lawn areas should have a minimum gradient of 2 percent,-while heavily landscaped areas should have a minimum gradient of 5 percent. Roof drains should be carried across all backfilled areas and -discharged at least ten feet away from structures. Planters 'should he constructed so that moisture is not allowed to seep into the foundation' areas or beneath slabs and pavements. I I I Five M. Development, Inc. Job No. 30065-00 November 20, 1986 Log No. 6-6552 Page 16 8.5 Foundation and Slab Recommendations 8.5.1 General I Our recommendations are considered to be generally consistent with the standards of I practice. They are based on both analytical methods -and empirical methods derived from I . experience with similar geotechnical conditions Reinforcement recommendations are I considered the minimum necessary for the likely soil conditions and are not intended to supersede the design of the Structural Engineer 1 or criteria of governing agencies I 8.5.2 Foundations I . . It is anticipated that a shallow foundation system bearing uniformly on either the bedrock I materials, or structural fill soils on-site should be suitable to support the proposed I .structure. Foundations bearing within the fill, materials may be designed for a maximum allowable bearing capacity of 2000 psf. For I foundations bearing in bedrock materials 'a maximum allowable bearing capacity of 4000 psf I may be used As previously discussed, foundations bearing on a transition from bedrock I to fill are not recommended We anticipate that Buildings A, B, .C, D, C, and J will be founded ' I on fill, and that Buildings F, H, and I will be founded on bedrock I I I IFive M. Development, Inc. Job No. 30065-00 November 20, 1986 Log No. 6-6552 Page 17 Footings should be at least 12 inches wide and 24 inches deep (below lowest adjacent subgrade) Continuous footings should be continuously I reinforced with at least No 5 bars placed 1 at the top of the stemwall and one at the bottom I of the footing. 1 8.5.3 Slabs I We recommend that slabs be constructed a niinimuin, of four inches in actual thickness and be reinforced with at least 6x6/10-10 welded wire I . mesh placed at mid-height of. the slab. Actual design of on-grade slabs may be based upon a 1 . modulus of subgrade reaction of 200 pcf. We recommend that slabs beunderlain by at least I .four inches of crushed rock or clean washed sand as a capillary break If a moisture membrane is I used, we recommend that it be overlain by at least two inches of sand to decrease the likelihood of curing problems Slab subgrade I . should be moisture conditioned as recommended in Section 9.2.3. . 8.5.4 Foundation Observation All foundation excavations should be observed by I . the Soils Engineer prior to the placement of forms, reinforcement, or concrete, for deter- mination of conformance with the intent of the I . recommendations herein. All excavations should be trimmed neat, level and square All loose or, I unsuitable material should be removed prior to the placement of concrete. . I Five M Development, Inc Job No 30065-00 November 20, 1986 Log No. 6-6552 Page 18 Materials from footing excavations should not be spread in slab-on-grade areas unless compacted. 8.5-.5 Lateral Load Resistance Resistance to lateral loads may be provided by a passive pressure against the vertical faces of the foundations or walls and by the frictional resistance between concrete and soil. Passive pressure for compacted on-sfte fills may be considered to be 300 pcf. Passive pressure •for -the undisturbed bedrock materials may be considered to be 450 pcf.' A coefficient of friction for soil to bedrock may be assumed to be 0.4. When combining frictional and passive resistance the latter should be reduced by one-third 8.5.6 Footings Set Back from Slopes If footings are proposed adjacent to slopes we recommend that the foundations be deepened to. provide a minimum horizontal distance from the lower outer edge of the footing to the adjacent slope face equal to ten feet. If footings are planned which require utilization of this recommendation, we recommend that the foundation plans be reviewed by the Geotechnical Consultants prior to construction I. Five M. Development, Inc. Job No. 30065-00 I November 20, 1986 Log No. 6-6552 '. Page 19 8.6 Retaining Walls I The active earth pressuiefor the prevailing on-site soil may be based on an' equivalent fluid pressure of 40- I - lbs/cubic feet. The active earth pressure should' be used for retaining walls' which are free to yield at the I . top (unrestrained). For retaining walls which are - braced at the top an equivalent fluid' pressure of 60 I pcf should be used, based on the*..at-rest soil condition. The above values should be modified to take I . . into account any surcharge loads, sloping backfill or , forces. other-externally applied . 1 . Passive pressures used for design of retaining walls were presented previously in Section 9.6.4, "Lateral I Load Resistance". . 8.7 Reactive Soils . . '- I . • The results of sulfate testing performed on soils in borings obtained our indicate that Type II cement should be used for concrete which will be in contact I - . with the on-site soils. Results' of these sulfate tests included in Table B-3. . I . are 8.8 Pavement Recommendations Areas to be paved with asphaltic concrete should be I : graded in accordance with the site preparation recom- - • mendations given above. The following preliminary pavement sections are Irecommended based on an R-value I - . of5. The results of our R-value tests are shown in Table B-4. Five M. Development, Inc. Job No. 30065-00 November 20, 1986 Log No. 6-6552 Page 20 Parking Areas (T.I. = 3.5) 2.5 inches of asphaltic concrete on 6-inches of Class 2 aggregate base course compacted to 95% at least of ASTM:D-1557 maximum density Light Traffic Areas (T.I. = 4.0) 3-inches of asphaltic concrete on 7-inches of Class 2 aggregate base course compacted to at least 95% of ASTM: D-1557 maximum density Heavy -Truck Routes (T.I. = 4.5) 3-inches of asphaltic concrete 8-inches of aggregate base course compacted to 95% of ASTM: D-1557 We recommend that the upper 12 inches of pavement subgrade soils be scarified, moistened to near optimum conditions and compacted to at least 90 percent of the maximum density. We recommend that you require the Contractor or supplier to assure conformance with material specifications. It should be noted that laboratory testing may require 5 to 7 days. We recommend that the area within and around the trash enclosure be paved with Portland cement Concrete (P.C.C.). P.C.C. paving should be a minimum 6-inches thick, reinforced with at least 6x6x10/10 welded wire mesh. •Subgrade soils and aggregate bases should be prepared as recommended above for asphalt paving Concrete paving should be provided with appropriate contraction joints at a maximum interval of 20-feet and divided into as nearly square panels as possible. Five M. Development, Inc. Job No.. 30065-00 November 20, 1986 Log No. 6-6552 Page 21 8.9 Plan Review We recommend that the final grading plans and foundation plans for the proposed project be reviewed by the Geotechnical Consultant to evaluate compliance with the recommendations presented herein. Review of grading plans may necessitate an additional investi- gation and analysis if the project is significantly changed from our current-understanding of the proposed site development. 9.0 LIMITATIONS OF INVESTIGATION Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Soils Engineers and Geologists practicing in this or similar localities No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The samples taken and used for testing and the observations made are believed representative of the entire project; however, soil and geologic conditions can vary significantly between borings. As in most major projects, conditions revealed by excavation may be at variance with preliminary findings. If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and Geologist and designs adjusted as required or alternate designs recommended I I Five M Development, Inc Job No 30065-00 November 20, 1986 . Log No. 6-6552 Page 22 This report is issued with the understanding that' it is the I responsibility of the owner, Ior of his representative, to ensure that the information and recommendations contained ' herein are brought to the attention of the architect and I engineer for the project and incorporated, into the plan, and the necessary steps are taken to see that the contractor , I ' ' and subcontractors carry out such recommendations in the field. .This-firm does not practice or consult in the field of I .. safety engineering. We donot direct the contractor's operations, and we cannot he responsible for other than our, own personnel on the site, therefore, the safety of others I is the responsibility of the contractor. The contractor should notify the owner if he considers any of the I recommended actions presented herein to be unsafe. I The findings of this report are valid as of the present date However, changes in the conditions of a property can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or I appropriate standards may occur, whether they result from legislation or the broadening of knowledge Accordingly, I the findings of this report may be invalidated wholly or I 1 I I I I I Five M. Development, Inc. Job No. 6747_002_00_00F November 20, 1986 Log No. 6-6552 Page 23 partially by changes outside our control. Therefore, this I report is subject to review and should not be relied upon after a period of three years. I I Very truly yours, • SAN DIEGO GEOTECHNI ' W. NS LEE TS,INC. No. 1125 thon VANDERHURST ENGINiERNG I Expiration -Date: 6-30- Expirati Date: 3-31-87 Chief Geologist Chief Engineer Reviewedby: F. Thomas .C. Gray, C.E.G. 281 • • 4 CIVIL I Expiration Date 6-30-88 0FCtj' Associate Geologist • 1 EJN/WLV/'AFB/TCG/pb • • • I I I I I II H Ii 0 0 0 .. o. 0 DEPTH (FEET) z . S CLASSIFICATION o BLOWS/FOOT w CJ rn 0 0 UNDISTURBED IN IN SAMPLE L1 E1 • V\J BULK SAMPLE 0 0 : C - - Ui MOISTURE C CONTENT (s) - z 00 ° . IN PLACE DRY 0 0' 0' DENSITY (PCF) m ii CD GO - . . m p30 rti-. i-• < -' ' () '1 P3 I- Z S — - (P5 11 rrpili-i -• i'•r?.- . ui ' - .- r-• 0 3 Z CD CD(DCD I GO i-'ti GO r0 n0.0 -i m (D Q .< 0 3 I-"i-.3 CD P3 — 0 C ci o . CDCD . a' in - 0 C)' S ,-• Cra' (D ..4 ...4 Is '+ I (0 - CDZ '-i . . (DOG 53' 0 O — W . GQ' - . . CD CD rt 3 I'-• — I I co Z '< 0 'a 3 Z 09 . - GO 3' in ' CC) - 0 ON o m o.. Di () T1 .. CD CD CD PI .o'< S a' Ui i' o — 0 O rt . 3 CD hi '<'1 0. . — CD 1'—• 1 Di . . S. . . -• 0 3 c- 5 -. 0 >- r - r . . . . . . . z . 5 Z - . S CD. -oi Z C) m . . . . . - . . -.5 3 5 U) CD 0. . S 5 5 05 CDI-.. . GO QQ 05 0 < S •1 . H. 53 r- P-O CD 09 • . . '<3 . S - t (DC O n r iz p3 • . -- CD S . S CD ri Ct i- 09 CD • CD 0. .• nO '< - ()B C . Z- njC) . •Cn . '' CD in '1 • • rt0) ICCDp3O ..• . ci n <ci tj 'a S Lo S S - . (Pr-? P3CDrtCD p3 ,-0 rt . .-1?-.• -1--.0 .3 S . • - . . ' ((3 ro C/) . (P (33 (P p_. 3' * . 'lCD 0 O n CD S . . . 09 C/i 00 Di C/my — S W '•i . . . r'-'- t--i-'• p-'.N I-Di0 CD . . (Pm CD m rA in ri> ((35 ((33 p3 - S • - • PS. in 3... CD - DATEOBSERVED: 10-13-86 METHOD OF DRILLING: Hollow Stcm3 Auger 4 0 8" Drop R.S.0" 370± bee t.,eotecrinLcai 1ap LOGGED BY:-' GROUND ELEVATION: LOCATION: • z i- a u U. I BORING NO. SOIL TEST U' DESCRIPTION Uj a 0 COO -J KELLY WEIGHT (lbs.) L FILL: Orange brown silty SAND to blue - ' gray silty CLAY, moist, medium dense to - very stiff. 22 Expansion Pale Olive gray silty fine SAND, moist, Direct Shear 22 10 16.4 105.6 • medium dense Mixedmedium gray to yellow to light Particle Size Analysis 29 -r • I orange brown to silty CLAY, moist, very .itterberg Limits stiff laximum Density, =Direct Shear 15 17 127.3 87.5 .• ' SANTIAGO FORMATION: (TSA) Light gray silty fine SANDSTONE, moist, dense, 20- • slight orange staining, slight caliche - 1L7115 • TOTAL DEPTH: 20' No Water Backfilled 10-13-86 ' 25- 0 • 0 30- 35- 40] • 0 JOB NO 30065-00 LOGOFBORING - _13-2 ••- 1 I.' DATE OBSERVED: 10-13-86 METHOD OF DRILLING: 8" fin] l aw 'r-n Al1Rr -- 140 Hammer. 30" Dro LOGGED BY: R. S. GROUND ELEVATION: 372± LOCATION: SeeCeotechntc.1_ -.Q z i- Ow a ui .J — Uj M u. BORING NO. 3 ) 0 w SOILTEST O DESCRIPTION 0 3()_i L O.z KELLY WEIGHT (lbs.) FILL: Light gray to orange -silty fine SAND to olive gray clayey SILT, moist, medium dense/stiff I - 19 - Sulfate Content SANTIAGO FORMATION(Tsa): Light gray to - ,/ 29 3.6 14.3 white silty fine, to medium SANDSTONE, • moist, medium dense to dense, some - orange staining, caliche stringers to1/' 0.9 05.5 Olive gray CLAYSTONE, moist, hard, - >< • slight yellow staining - 15- . TOTAL DEPTH: 16 . No Water Backfilled 10-13-86 20- 25- 30- 35- 401 JOB NO.: LOG OF BORING ___B-3 30065-00 DATE OBSERVED: 10-13-86' METHOD OF DRILLING: 8" Hollow Stern Auger I4() Hammer, 30" Drop LOGGED BY: R.S. GROUND ELEVATION: 370± LOCATION: See Geotechrrtcal _'l:p : , U.I BORING NO. 4 U' u, ' ' SOIL' TEST DESCRIPTION 0 QU) - 8 O.Z zw KELLY WEIGHT (iba) FILL: Dark brown to black clayey SAND with shells to gray silty CLAY, moist, • medium dense/very stiff ' 24 24 Dark brown to balck sandy SILT moist SANTIAGO FORMATION (Tsa):.Olive green CLAYSTONE, moist to very moist, firm to 10- stiff, somewhat remolded - 13 26.7 91.8 Consolidation Pale brown CLAYSTONE, moist, hard, with 39 123.3 00.4 gypsum crystals'and some yellowstaining TOTAL DEPTH: 16' : • No Water ' • ' ' Backfilled 10-13-86 ' 20- 25- 30- 35- 40— , 30065-00 - LOGOFBORING _IFIGURE_B-4 - - - - - - - - - - - - - - - - - - - 0 CA DEPTH (FEET) CLASSIFICATION 0 w • BLOWS/FOOT UNDISTURBED o • SAMPLE BULK SAMPLE 0 a' MOISTURE 00 CONTENT (%) 0. z - '0 a' IN PLACE DRY 0 01) DENSITY (PCF) m I— m 0 ri m r - - _z.< - 0 r- CD CDCO - 0111 x CD 0 0 • - CI) 0 .'Fn ii S ' ,- fD ,co So - OD 0 0 - • . '1 CI)CD rt -..-, 0 0 0 rT Go S. rr 3Q rlh CA CD .. • CD ) ' ' . ' C co) .0 S S • : ' S. -3 DATE OBSERVED: 10-1336 METHOD OF DRILLING: "lLoStoinAugcr LOGGED BY: R. S. GROUND ELEVATION: 375± LOCATION: See _Geotechni]_Mip I BORING NO.6 . 0 . DESCRIPTION . .0 C.Q) z KELLY WEIGHT _(lbs.) . SANTIAGOFORMATION _(Tsa): tLight gray • silty fine to medium SANDSTONE, moist, • - . dense 34, ,-' 13.7 116. ..,., 5i. - 53 - . 11.7 119.3 . MaximurñDensity . Direct Shear Medium gray CLAYSTONE, moist, with orange staining 10- • 15- Dark brown clayey SILT, moist, hard, 53 7 - 26.1 94.4 someyellowstaining, _gypsum crystals _ - irect Shear. - - TOTAL DEPTH: 16'' . No Water Backfilled 10-13-86 . . - 20- 25- 30- 35". .. - ___- LOG OF _BORING _B-6 _ 30065-00 DATE OBSERVED: 1O13-8b. METHOD OF DRILLING: 8' Hollow Stern Auger - 140/I_Hammer, ____,Drop R. S. 374± LOGGED BY: GROUND ELEVATION: LOCATION: et'eotechntcallap LU BORING NO 7 COU. - co SOIL TEST ca 000 IL DESCRIPTION W < Z KELLY WEIGHT (lbs.) SANTIAGO FORMATION (Tsa): Medium gray - silty fine SAND/sandy SILT,, moist, dense with some broken sea shells 74 1011 9 1.6 .3 10- 72 - - - - TOTAL DEPTH: .11'' -. No Water 8ackfil.led 10-13-86 15- . 20- 25- 30- 35- 40— JOB NO.: __- LOG OFBORING, __IFIGURE_B-7 FIGURE DATE OBSERVED: METHOD OF DRILLING: 8" Hollow Stern Auger. 40 i Hammer, 30" Drop R.S. 371± See_teoEecnnicar1ap LOGGED BY: GROUND ELEVATION: LOCATION: ; >- a. BORING NO 8 U.c, SOIL TEST. CL 0)Oz JQ) DESCRIPTION 8 z us o KELLY WEIGHT(Ibe_)- SANTIAGOFORMATION(Tsa): Light yellow - brown silty fine SANDSTON1, moist, • dense, with broken sea shells, caliche @ 0 2'-3.5'. Cemented layer, hard drilling 5- 47 :7 10- 15- ••0•• _____________ -, , jJ Medium gray CLAYSTONE moist hard some orangeand_yellowstaining TOTAL DEPTH 16 • No Water 0 8ackfilled 10-13-86 20- 30- 35- 40 JOBNO.: 30065— 00 LOGOFBORING ___IFIGURE___B-8 - •1 DATE OBSERVED: 10-13-86 METHOD OF DRILLING: 8" Hollow Stern Auger 140 # Hammer, 30" Dto LOGGED BY: R. S. GROUND ELEVATION: 371± LOCATION: See GeotechnicalMap BORING NO. 9 SOIL TEST _j m DESCRIPTION < 0 QQ L ...j az KELLY WEIGHT _(lbs.) ._ _.. ..... SANTIAGO FORMATION(Tsa): Medium gray - silty CLAYSTONE, moist, stiff-to hard, - - with some broken seashells,, orange / 19 18.5 01.4 staining. 5- - 10 45 - - TOTAL DEPTH: 11' - No Water - - Back-filled 10-13-86 - 15- 20- 25- 30- - - 35- - 40- - ___ _______________________ JOB NO.: 30065-00 _- -LOG _OF BORING (FIGURE:_ B-9 i:gr DATE OBSERVED: 10-13-86 METHOD OF DRILLING: HnI1ciStm 140 # Hammer. 30" nrop LOGGED BY: R. S. GROUND ELEVATION: 371± LOCATION: See Geocechntcal Nip Z - Ow > BORING NO. 10 . SOIL TEST ' DESCRIPTION o 00W j CL KELLY WEIGHT(lbs.) FILL: Mixed brown/green! gray - SAND/SILT/CLAY, moist, medium dense, • very stiff 19 Sulfate Con tent Direct Shear 21 12.7 103.9 SANTIAGOFORMATION(Tsa): Light orange • brown siltyfineSANDSTONE, moist, medium dense, with broken sea shells 10- Olive gray CLAYSTONE, moist, hard, @ Maximum Density 30 7 • H 12.5'-13' cemented zone Direct Shear - 15------ • 39 — 004 Light gray silty fine SANDSTONE, moist, dense - TOTAL DEPTH: 16' • * - No Water Backfilled 10-14-86 20- 25- 30- 35- - 40-1 30065-00 JOB NO.: LOGOFBORING UR E: B-10 0wJAURer - DATE OBSERVED: 10-13-36 METHOD OF DRILLING: (JH1 'Stern R.S. 370± See GeoEeCnnLca1Aap LOGGED BY: GROUND ELEVATION: LOCATION:- 0_ UI BORING NO 11 SOIL TEST DESCRIPTION 0 0 KELLY WEIGHT (tbs.) FILL: Dark brown clayey SILT to light - orange brown silty SAND, moist, stiff/medium dense - 17 1 * 35 Mixed medium gray clay/light gray sand, moist, dense/very stiff - 10- SANTIAGO FORMATION (Tsa): Light gray . —j 18 silty CLAYSTONE, moist, very stiff, some 'article Size Analysis yellow staining ttterberg Limits Light orange brown silty fine SANDSTONE, 15- 25 9.7 100.3 moist, medium dense to dense, with - broken sea shells. . TOTAL DEPTH: 16' . • No Water . Backfilled 10-14-86 20- 25- - 0 35- - LOG OF BORING B-il DATE OBSERVED: 10-13-86 METHOD OF DRILLING: 8" EioU Srm Atipr - - 140 _ Hammer, 30"Drop R.S. 369+ LOGGED BY: GROUND. ELEVATION: - LOCATION: See CeotechnicalMap BORING NO. 12 U. Q i- Q SOIL TEST DESCRIPTION IL W .10 . O QQ) .,,j 8 IL KELLY,WEIGHT(lbs.) Q FILL: Mixed gray/brown/green SILT to SAND with some clay, 'moist, medium dense 15' - Sulfate Content - 1.1 02.1 Consolidation 4'-4.5' black clayey SILT - - V - - 43 SANTIAGO FORMATION (Tsa):Light gray , - silty CLAY$TONF inoist , very stiff , some - yellow staining - 10- TOTAL DEPTH 11 ' No Water Backfilled 10-14-86 is- 20- 25- 30- 35— 40- _oo-oo - LOG _BORING __,IFIGRE_B-12 - DATE OBSERVED' 10-13-86 METHOD OF DRILLING: 8" Hollow Stem Auger - 40 ft Hammer, 30" Drop LOGGED BY :_GROUND S GROUND ELEVATION 369± LOCATION*bee_(.,eotechniLai __lap BORING NO 13 U' u,CO Uj SOIL TEST I' U 6. -J . DESCRIPTION 0 U' CL KELLYWEIGHT(lbs.) 0 10 . ' FILL: Light gray brown sandy SILT, . • moist. Dark brown silty CLAY, moist • ._____,. ---- Maximum Density - - - - - Direct Shear Expans 26 Light gray silty. fine SAND moist Patile°Size Analysis medium dense Qterberg Limits 10 58 . @ 10'-11' rock fragment - medium 'gray - fine sandy silcstone with abundant sea, - shells. , @ 15', Mixed green 'to brown CLAY, moist, very stiff , 20 F5.5 95.5— Light gray silty fine SAND moist - • medium dense -. TOTAL DEPTH 16' ' • . No Water 8ackfilled 10-14-86 20- 30- 35— • . . 401 LOG OF_BORING _I_B-13 FIGURE_ 30065-00 Laboratory Testing Classification Soils were classified visually according to the Unified Soil Classification System. Classifications were supplemented by index tests such as Particle Size Analysis and Atterherg Limits Moisture content and dry density determinations were made for representative undisturbed samples. Results of moist ure-density determinations, together with classifications, are shown on the Logs of Borings, Figures Bi through B13. Particle Size Analysis Particle size analysis, consisting of a sieve test, was : perforinedon a representative sample of the site subgrade soils in accordance with ASTM D 422 Test results are shown on Figures Cl - C5. 0 • - Atterberg Limits Atterberg limits tests, consisting of liquid limit in accordance with ASTM: D 423 and plastic limit in accordance with ASTM: D 424, were performed on representative samples of the on-site soils. The 0 test results are presented on Figures Cl - C5. - Expansidn 0 Expansion tests were performedon representative samples of the-on-site soils remolded and surcharged to 144 pounds per square foot in accordance with the Uniform Building Code Standard No. 29-2. The test results are summarized in Table C2. - Laboratory Testing (Continued) 5. Sulfate .. . Sulfate tests were performed on representative samples of the on-site soils. The laboratory standard used was California, 417A. The test results are presented in Table C3. 6 Consolidation Consolidation tests were ;performed on representative undisturbed samples of theunderlying soils to help determine compressibility characteristics. The sample was saturated - mid-way through the test to' simulate possible adverse field conditions.'.The test results are presented on Figures C6-C8 7 Direct Shear Direct shear strength tests were per on representative undisturbed and .remolded (to 90 percent compaction)' samples of the on-site soils To simulate possible adverse field conditions, the sample.s were saturated prior to shearing. A saturated device was used which permitted the samples to absorb moisture while .a constant load is applied. The tests are presented on Figures C9through C12. 8 Maximum Density/Optimum Moisture Content The maximum dry density/optimum moisture content relationship was determined for typical samples of the on-site soils. The laboratory standard used was ASTM: D 1557-78. The test results are summarized in Table C2 2 4000 3000 a U. U, 0. I- a z Ui 2000 U) C, z Ui I Cl, 1000 C0 1000 000 3000 4000 5000 6000 NORMAL LOAD (PSF) a 3000— U. co 0. I I- a z Ui 2000 — 0) a z Ui I U, 1000 • 00 1000 2000 3000 4000 5000-6O00 NORMAL LOAD (PSF) JOB NO.: I SHEARING STRENGTH TEST ]FIGURE: C-6 BORING NO. DEPTH (FEET) COHESION. (PSF) ANGLE OF FRICTION.0 SAMPLE DESCRIPTION - SILTSTONE 1 40.0 STRENGTHS CAPACITY EXCE OF TES D MAXIMUM ING EQUIP MENT BORING NO. DEPTH (FEET) COHESION. (PSF) ANGLE OFI FRICTION. SAMPLE DESCRIPTION -. ]_YELLOW GRAY S$LTSTONE 2 5.0 975 _21 4000 I BORING DEPTH COHESION. ANGLE OF SAMPLE DESCRIPTION NO. (FEET) (PSF) FRICTION0 2 12.0 300 36 GRAY—BROWN CLAY 400(0 300C 7 7 2000 ca - ix 1000 00 1000 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) - 4000 3000 U. Cl' 0. a z UJ 2000 a z Ix w x 1000 -- ---- NORMAL LOAD (PSF) JOB NO.. 30065-00 1 SHEARING STRENGTH TEST J FIGURE C-7 BORING NO. DEPTH (FEET) COHESION, (PSF) ANGLE OF FRICTION°1 SAMPLE DESCRIPTION GRAY BROWN SILTY CLAY 8 4.0 150 27 ) 1000 2000 3000 4000 80,00 5000 1000 2000 3000 4000 5000 801 .01 NORMAL LOAD (PSF) - - - - - - - - JOB NO.: 30065-00 1 SHEARING STRENGTH TEST TGURE: C-8 4000 3000 U. Cl) 0. a z Ui 2000 Cl) a Z Ui Cl) 1000 C 4000 300C U. Cl, 0. z I- a z Cu . 2000 Cl) C, 2 Cu 0) 1000 BORING DEPTH COHESION, ANGLE I NO. (FEET) (PSF) FRICTIO 6 15.0 425 35 BORING NO. DEPTH (FEET) COHESION, (PSF) ANGL JFRICT600NN~- .. SAMPLE DESCRIPTION BROWN SILTY SAND 5.0 I10 200 3 '7 - 7 1000 .. 2000 3000 4000 5000 6000 NORMAL LOAD (PSF) I SAMPLE DESCRIPTION 01 1 DARK BROWN SILT /7-.. NORMAL LOAD (PSF) ) D BORING I DEPTH COHESION. ANGLE OF NO. (FEET) (PSF) FRICTION 13 1 3.0 400 1 23 SAMPLE DESCRIPTION BLACK CLAY :0 0[ NORMAL LOAD (PSF) JOB NO. 30065-00 0 1 SHEARING STRENGTH TEST 1F1GURE — 4.0 - - - - - - • _____ - - - - - - _ _ _ _ _ - - - - - - z 0 5.0 _J 0 Cl' Z --0 6.0 7.0 9.0 10_co 0000 - 0 0000 0 0000 0 0 0 0 00 0 0 0 00 0 0 000 0 — cm C') to 0 0000 0 0 000 .0 — Cd co) 0 0 000 0 — Cd C') V to 0 NORMAL LOAD (PSF) l 30065-00 1 C-10 JOB NO.: LOAD CONSOLIDATION TEST 1FIGURE -' 3.0 z 0 2.0 z a- w 1.0 0 1-c 2.0 3.0 a — 4.0 z 0 o 5.9 -J 0 U) .z 0 6.0 7.0 8.0 9.( BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 4 10.0 FIELD MOISTURE SAMPLE SATURATED REBOUND _•_I. j , --..,_ __ \ 000 O O 000 0 0 000 0 0 0 000 0 0 000 0 0 000 0 co v to 0 0 000 0 0 000 0 C'd C") IV to 0 0 000 0 C4 w to 0 NORMAL LOAD (PSF) JOB NO- I LOAD CONSOLIDATION TEST FIGURE- 3.0 a '- 4.0 z 0 o 5.0 -j 0 CI, z 0 C, 7.0 8.( 9.' In, BORING NO. DEPTH (FEET) SYMBOL EXPLANATION 12 5.0 - FIELD MOISTURE SAMPLE SATURATED REBOUND EE'EI III _I I "0 0 000 v to - 0 0 000 0 0 000 I 0 0 I 000 0 0 000 0 0 000 o 0 000 0 0 000 0 0 000 C4 1 . NORMAL LOAD (PSF) JOB NO.: IGURE: 30065-00 LOAD CONSOLIDATION TEST i F 0 0 0 0 0 1 ..I. .H .. I ..RESULTS TABLE. C-i OF MOISTURE-DENSITY TEST MAXIMUM ASTM: D-1557 Sample Maximum Moisture Maximum Dry Location (%) Density (pcf) B2 @ 12' 12.9, 119.0 I . B6. @ 4' 12.3 119.3 B10 @ 12' 11.1 . 122.0 B13 @ 3 17.0 108.2 TABLE C-2 RESULTS OF EXPANSION TESTS I Sample Location Expansion Index S B-i @2' 74.0 I B-2. @ 2' 86.0 B-13 ( 3' 130.0 5 S TABLE C-3 S RESULTS OF SULFATE TESTS i Sample Location Sulfate Contents PPM S B-3 @S2 ' 5 244 I B-1O (d 7' 1Afl7 I I I I I STANDARD GUIDELINES FOR GRADING PROJECTS TABLE OF CONTENTS Page. GENERAL ....................• • • 1 DEFINITION OF TERMS, ....................1 OBLIGATIONS OF PARTIES 5 SITE PREPARATION 6 SITE PROTECTION ..................• 7 EXCAVATIONS, ......................9 6.1 UNSUITABLE MATERIALS ........... 9 6.2 CUT SLOPES ..................... , 9 6.3 PAD -AREAS .............. ... ....10 COMPACTED' FILL ......, .' ..........10 7.1 PLACEMENT .....................11 7.2 MOISTURE ....................13 7.3 FILL MATERIAL • 13 7.4 7.4 FILL SLOPES ...................15 '7.5 , OFF-SITE FILL . • ........... 17 DRAINAGE .........................1,8 STAKING 18 SLOPE MAINTENANCE ' ...... . ' .......19 10.1 LANDSCAPE PLANTS ........•,; ......19 10.2 IRRIGATION ....................19 10.3 MAINTENANCE .................20 10.4 REPAIRS .................... 20 TRENCH BACKFILL , . .• ' ..........20 STATUS OF GRADING ........ 22 I. STANDARD GUIDELINES FOR GRADING PROJECTS I GENERAL . . 1.1 The guidelines contained herein and the standard I details attached hereto represent this firm's standard recommendations for grading and other associated - . operations on construction projects. These guidelines should be considered a portion of the project specifi- I cations. 1.2 All plates attached hereto shall be considered as part I • of these guidelines. .1.3 The Contractor should not vary from these guidelines without prior recommendation by the Geotechnical I Consultant and the approval of the Client or. his authorized representative. Recommendation by the I . Geotechnical Consultant and/or Client should not be considered to preclude requirements for approval by the controlling agency prior to the execution of any . I . .changes. 1.4 These Standard Grading Guidelines and Standard,Details may be modified and/or superseded by recommendations .contained in the text of the preliminary geotechnical. I report and/or subsequent, reports.. I . 1.5 If disputes arise out of the interpretation of these grading guidelines or standard details, the Geotechnical. Consultant shall provide the governing interpretation 2.' DEFINITIONS OF TERMS 2.1 ALLUVIUM -- Unconsolidated detrital deposits resulting from flow of water, including sediments deposited in I river beds, canyons, flood plains, lakes, fans at the foot of slopes-and estuaries. . . I .. 2.2 AS-GRADED (AS-BUILT) -- The surface and subsurface conditions at completion of grading. I .2.3 BACKUT A temporary construction slope at the rear • - of earth retaining structures such as buttresses, • shear keys, stabilization fills or retaining walls. I 2.4 BACKDRAIN -- Generally a pipe and gravel or similar drainage system placed behind earth retaining - structures such buttresses, stabilization fills, 'I and retaining walls. . •- 2.5 BEDROCK -- A more or less solid, relatively . . undisturbed rock in place either at the surface or I beneath superficial deposits of soil. • I I Standard Guidelines Page .2 • for Grading Projects 2.6 BENCH '-- A relatively level step and near vertical rise excavated into, sloping ground on which fill is I to be placed.. ' 2_7 BORROW (Import) -- Any fill material hauled to the project site from off-site areas. 2.8 BUTTRESS FILL -- A fill mass, the configuration of . I -which is designed by engineering.calculations to retain' slope conditions containing adverse geologic features. A buttress is generally specified by minimum - key width and depth and by maximum backcut'angle. I A buttress normally contains a backdrainage system. ' 2.9 CIVIL ENGINEER -- The Registered Civil Engineer or consulting firm responsible for preparation of the I '- grading plans, surveying and verifying as-graded topographic conditions I . 2:10 CLIENT -- The Developer or his authorized -represen- tative who is chiefly in charge of the, project. He-shall have the responsibility of reviewing the .findings and recommendations made by the' Geàtechnical I Consultant and shall authorize the Contractor and/or other consultants to perform work and/or provide services. 2.11 COLLUVIUM-- Generally loose deposits usually found near the-base of slopes, and brought there chiefly' by I gravity through slow continuous downhill creep (also see Slope Wash). ' .. . . 2.12 COMPACTION. -- Is the densification of a fill by ' I mechanical means. I . 2.13 CONTRACTOR — A person or company under contract or otherwise retained by the Client to perform demoli- tion, grading and other site improvements. I DEBRIS -- All products of clearing, grubbing, demoli- " 2.14 tion, contaminated soil material unsuitable for reuse as Oompacted, fill and/or any ,other material so , I designated by ,the Geotechnical Consultant. 2.15 ENGINEERING GEOLOGIST -- A Geologist holding a valid- certificate of registration in the specialty of Engineering Geology. 2.16 ENGINEERED FILL -- A fill of which the Geotechnical Consultant or his representative, during, grading, has 1 Standard Guidelines •' Page 3 I for Grading Projects 'conclude made sufficient tests-to enable him to that the fill has been placed in substantial compliance with the recommendations of the Geotechn'ical I Consultant and the governing agency requirements. EROSION -- The wearing away of the ground surface as I 2.17 a result of the movement of wind, water, and/or ice. 2.18 EXCAVATION -- The mechanical removal of earth materials. 2.19 EXISTING GRADE -.- The ground surface configuration prior to grading. . 2.20 FILL,-- Any deposits of soil, rock, soil-rock blends • or other similar materials placed by man. I 2.21 FINISH GRADE -- The ground surface configuration at which time the surface elevations conform to the approved, plan. - I 2.22 GEOFABRIC -- Any engineering textile utilized in geotechnical applications including subgrade I : stabilization and filtering. 2.23 GEOLOGIST -- A representative of the Geotechn'ical I geology. Consultant educated and trained in the field of . ' 2.24 GEOTECHNICAL CONSULTANT -- The Geotechnical Engineering and Engineering Geology .consulting firm I retained to provide technical services for the project. For the purpose of. these specifications',; .observations by the 'Geotedhnical Consultant include I observations by the Soil- Engineer, Geotechnical Engineer, Engineering Geologist and those performed I by persons employed by and responsible to the Geotechnical Consultants. . 2.25 GEOTECHNICAL ENGINEER -- A licensed Civil EngIneer who I -. applies scientific methods, engineering principles and professional experience to the acquisition, interpre- - tatioñ and use of knowledge of materials of the - earth's crust for the evaluation of engineering - - problems. Geotechnical Engineering encompasses many : of the engineering aspects of soil mechanics', rock - mechanics, geology, geophysics, hydrology and related sciences. - - 2.26 GRADING --'Any operation consisting of excavation, LU I H Standard Guidelines Page 4 for Grading Projects filling or combinations thereof and associated operations. 2.27 LANDSLIDE DEBRIS -- Material, generally porous and of low density, produced from instability of natural of man-made slopes. 2.28 MAXIMUM DENSITY -- Standard laboratory test for maximum dry unit weight. Unless otherwise specified, the maximum dry unit weight shall be determined in accordance with ASTM Method of Test D 1557-78. 2.29 OPTIMUM MOISTURE -- Test moisture content at the maximum density. 2.30 RELATIVE COMPACTION -- The degree of. compaction (expressed as a percentage) of dry unit weight of a material as compared to the maximum dry unit weight of the material. 2.31 ROUGH GRADE -- The ground .surf ace configuration at which time the surface elevations approximately conform to the approved plan. - 2.32 SITE --The particular parcel of land where grading is being performed 2.33 SHEAR KEY -- Similar to buttress, however, it is generally constructed by excavating a slot within a natural slope in order to stabilize the upper portion of the slope without grading encroaching into the • lower portion of the slope. 2.34 SLOPE Is an inclined ground surface the steepness of which is generally specified as a ratio of horizontal: vertical (e.g., 2:1). - 2.35 SLOPE WASH -- Soil and/or rock material that hasbeen - transported down a slope by mass wasting assisted by runoff water not confined by channels (also see Collüvium). 2.36 SOIL -- Naturally occurring deposits of sand, silt, clay, etc., or combinations thereof. 2.37 SOIL ENGINEER--- Licensed Civil Engineer experienced in soil mechanics (also see Geotechnical Engineer) 2.38 STABILIZATION FILL -- A fill mass, the configuration of which is typically related to slope height and is I :1 Standard Guidelines for Grading Projects Page 5 specified by the standards of practice for enhancing the stability of locally adverse conditions. A stabilization fill is normally specified by minimum key width and depth and by maximum backcut angle. A stabilization fill may or may not have a backdrainage system specified. 2.39 SUBDRAIN -- Generally a pipe and gravel or similar drainage system placed beneath a fill in the alignment of canyons or former drainage channels. 2.40 SLOUGH -- Loose, noncompacted fill material generated during grading operations. 2.41 TAILINGS -- Nonengineered fill which accumulates on or adjacent to equipment haul-roads. 2.42 TERRACE -- Relatively level step constructed in the face of graded slope surface for drainage control' and maintenance purposes. 2.43 TOPSOIL -- The presumably fertile upper zone of soil which is usually darker in color and loose. 2.44 WINDROW -- A string of large rock buried within engineered fill in accordance with guidelines set forth by the Geotechnical Consultant. 3. OBLIGATIONS OF PARTIES 3.1 The Geotechnical Consultant should provide observation and testing services and should make evaluations in order to advise the Client on geotechnical matters. The •Geotechnical Consultant should report his findings and recommendations to the Client or his authorized representative. 3.2 The Client should be chiefly responsible for all aspects of the project. He or his authorized representative.has. the responsibility of reviewing the findings and recommendations of the Geotechnical Consultant. He shall authorize or cause to have * authorized the Contractor and/or other consultants to perform work and/or provide services. During grading the Client or his authorized representative should remain on-site or should remain reasonably accessible to all concerned parties in order to make decisions necessary to maintain the flow of the project. I I I I I I I I I I I I I U I .. Standard Guidelines ,. Page 6 1 for Grading Projects . 3.3 The Contractor should be responsible for the safety of the project and satisfactory completion of all grading and other associated operations on construction I projects, including but not limited to, earthwork in accordance with the project plans, specifications -and • agency requirements. During grading, the • I controlling Contractor or his authorized representative should remain on-site. Overnight and on days off, the I Contractor should remain accessible. 4. SITE PREPARATION . 4.1 The Client, prior to any site preparation or grading, I should arrange and attend a meeting among the Grading • . ContractOr, the. Design Engineer, the Geotechnical Consultant, representatives of the appropriate governing authorities as well as any other concerned parties. All parties should be given at least S 48 hours notice. I .4.2' Clearing and grubbing should consist of theremoval of vegetation such as brush, grass, woods, stumps, trees, roots-of trees and otherwise deleterious natural materials from.the areas -to be graded. Clearing and • grubbing should extend to the outside of all proposed • excavation and fill areas. - - 4.3 Demolition shouldinclude removal of buildings, • . structures-, foundations, reservoirs, utilities (including I . underground pipelines, septic tanks, leach fields, seepage pits, cisterns, mining shafts, tunnels, etc.) - and other man-made surface and subsurface improvements - from the areas to be graded. Demolition of utilities - I.- should include proper capping and/or re-routing pipe- lines at the project perimeter and cutoff and capping of wells in accordance with the requirements of the I S governing authorities and the recommendations of the Geotechnical Consultant at the time of demolition.- - 4.4 Trees, plants or man-made improvements not planned to I be removed or demolished should be protected by.the - . • Contractor from damage or injury. . I - 4•5 Debris generated- during clearing, grubbing and/or - . demolition operations should be wasted from areas to -. - • - be graded and disposed off-site. Clearing, grubbing and demolition operations should be performed under the observation of the Geotechnical Consultant. I - - -- S - - - -- S •• -S I • - S -- S - I.. ' Standard Guidelines Page 7 for Grading Projects 4.6 The.Client or Contractor should obtain the required approvals from the controlling, authorities for the' 1 . project prior, during and/or after demolition, site preparation and removals, etc. The appropriate approvals should be obtained prior to proceeding with I grading operations. 5 SITE PROTECTION I 5.1 Protection of the site during -the period of grading should be the responsibility of the Contractor. Unless other provisions are made in writing and agreed I . upon among the concerned parties, completion of a - portion of the project should not be considered to preclude :that portion or adjacent areas from the requirements for site protection -until such time as the entire próject'is complete' as identified by the 'Geotechnical Consultant, the Client and the regulating agencies. , 5.2 The Contractor.should be responsible for the stability of all temporary excavations. Recommendations by the Geotechnical Consultant pertaining to temporary exca- I , vations (e.g., backcuts) are made in consideration of stability of the completed project' and, therefore, 'should not be considered to preclude the respon- . 1 sibilities of the Contractor. Recommendations by the Geotechnical Consultant should not be considered to preclude more: restrictive requirements by the I regulating agencies. 5.3 .. Precautions should be taken during the performance of site clearing, excavations and grading to protect the I . work site from flooding, ponding or inundation by poor or improper surface drainage. Temporary provisions I .,.. . should bemade during the rainy season to adequately direct surface drainage away from and off the work site. Where low areas cannot be avoided, pumps should be kept on hand to continually remove water during I ' periods of, rainfall. . 5.4 During periods of rainfall, plastic sheeting should be kept reasonably accessible to prevent unprotected I' slopes from becoming saturated.' Where necessary during periods of rainfall, the Contractor should install I ' checkdams, desilting basins, riprap, sand bags or other devices or methods necessary to control erosion ' and provide safe conditions. I I I Standard Guidelines Page 8 for Grading Projects 5.5 During periods of rainfall, the' Geotechnical Consultant should be kept informed by the Contractor as to the nature of remedial-or preventative work being performed (e.g., pumping, placement of sandbags or plastic sheeting, other labor, dozing, etc.). 5.6. Following periods of rainfall, the Contractor should contact the Geotechnical Consultant and arrange a walk-over of the site in order to visually assess rain related damage. The Geotechnical Consultant may also recommend excavations and testing in order to, aid in his assessments. 'At the request of the Geotechnical Consultant, the' Contractor shall make excavations in order to evaluate the extent of rain related damage. 5.7 Rain related damage should be considered to include, but may not be limited to, erosion, silting, satura- tion, swelling, structural distress and other adverse conditions identified by the' Geotechnical Consultant. Soil adversely affected should be classified as Unsuitable Materials and should, be subject to over- excavation and replacement with compacted fill or other remedial grading as recommended by the Geotechnical Consultant. 5.8 Relatively level areas, where saturated, soils and/or erosion gullies 'exist to depths of greater than ' 1.0-foot, should be overexcavated to unaffected, competent material. Where less than 1.0-foot in depth', unsuitable materials may be processed in-place to achieve near optimum moisture conditions, then thoroughly recompacted in accordance with the appli- cable specifications. If the desired results are' not achieved, the affected materials should be over- excavated, then replaced in accordance with the applicable specifications. 5.9 In slope areas, where. saturated soil and/or erosion gullies exist to depths of greater than 1.0-foot, they should be overexcavated and replaced as compacted fill in accordance with the applicable specifications. Where affected materials exist to depths of 1.0-foot or less below proposed finished grade, remedial grading by moisture conditioning in-place, followed by thorough recompaction in accordance with the applicable grading guidelines herein may be attempted. If the desired results are not achieved, all affected materials should be overexcavated and replaced as' compacted fill in accordance with the slope repair I U I 1 I 1 I I I I I I ''I I I Standard Guidelines for Grading Projects Page 9 - recommendations herein. As field conditions dictate, other slope repair procedures may be recominendedby. the Geotechnical Consultant. EXCAVATIONS 6.1 UNSUITABLE MATERIALS 6.1.1 Materials which are unsuitable should be excavated under observation and recommendations of the Geotechnical Consultant. Unsuitable materials include, but may not be limited to, dry, loose, soft, wet, organic compressible natural soils and fractured, weathered, soft bedrock and nonengineered or otherwise deleterious fill materials. 6.1.2 Material identified by the Geotechnical Consultant as unsatisfactory due to its moisture conditions should be overexcavated, watered or dried, as needed, and thoroughly blended to a uniform near optimum moisture condition (as per, guidelines reference 7.2.1) prior to placement as compacted fill. 6.-2 CUT SLOPES 6.2.1 Unless otherwise recommended by the Geotechnical Consultant and approved by the regulating. agencies, permanent cut slopes should not be steeper than 2:1 (horizontal:vertical). 6.2.2 If excavations for cut slopes expose lobs'e, cohesionless, significantly fractured or other- wise unsuitable material, overexcavation and replacement of the unsuitable materials with a compacted stabilization fill should be accomplished as recommended by the Geotechnical- Consultant. Unless otherwise specified by the Geotechnical Consultant, ;stabilization fill construction should conform to the requirements of the Standard Details. • - 6.2.3 The Geotechnical Consultant should review cut - slopes during excavation.- The Geotechnical Consultant should-be notified by the contractor prior to beginning slope excavations. 6.2.4 If, during the course of grading, adverse or potentially adverse geotechnical conditions are I " •' ': I Standard Guidelines .; Page 10 for Grading Projects encountered which were not anticipated in the preliminary report, the Geotechnical Consultant I should explore, analyze -and make recommendations' to treat these problems. I 6.2.5 When cut slopes are made in the direction of the prevailing drainage, a non-erodible diversion swale' (brow ditch) should be provided at the I :top-of-cut. , 6.3 PAD AREAS S I 6.3.1 All 1st' pad 'areas, including side yard terraces, above stabilization fills or buttresses should be overexcavated to provide for a minimum of I , 3-feet (refer to Standard Details) of compacted * ' fill over the entire pad area. Pad areas with 'both fill and cut materials exposed and pad'. areas containing both very shallow (less than 1 , 3-feet)-,and deeper fill should be overexOavat'ed to provide for a uniform compacted fill blanket' with a minimum'of 3-feet in thickness (refer to.. I: . ' ' . Standard Details). Cut areas exposing signif 1- cantly varying material types should also be overexcavated to provide for at least a 3-fàot 'thick compacted fill blanket. Geotechnical conditions may require greater depth of over- excavation. The actual depth should be delineated by, the Geotechnical Consultant during grading. I 6.3.2 For pad areas created above-.cut or natural • slopes, positive drainage should be established away from the top-of-slope. This, may be ' accomplished utilizinga berm and/or an appropriate pad gradient. A gradient in soil areas away from the top-of-slopes of 2 percent I ' . • or greater is recommended. • ' 7. COMPACTED FILL • .. I , All fill materials should be compacted as 'specified below or by other methods specifically recommended by the •' I . Geotechnical Consultant. Unless otherwise specified, the , minimum degree of compaction (relative 'compaction) should be 90 percent of the laboratory maximum density. .5 1 7.1 '' PLACEMENT ,. S • ' ' S ' • ', 7.1.1 Prior to placement of compacted fill, the Contractor, should request a' review by the ' ' I.. .,. I Standard Guidelines . Page 11 for Grading Projects Geotechnical Consultant of the exposed ground surface. Unless otherwise recommended, the I . exposed ground surface should then be scarified . (6-inches minimum), watered or dried as needed, thoroughly blended to achieve near optimum I .. •. moisture conditions, then thoroughly compacted . to a minimum of 90. percent of the maximum density. The review by the Geotechnical Consultant should not be considered to preclude requirement I of inspection and approval by the governing agency. 7.1.2 Compacted fill should be placed in thin horizontal I . .lifts not exceeding 8-inches in loose thickness * prior to compaction. Each lift should be watered or dried as needed, thoroughly blended. I . . to achieve near optimum moisture conditions then thoroughly compacted by mechanical methods to a minimum of 90 percent of laboratory maximum dry density. Each lift should be treated in a like .I . . manner until the deied finished grades are . achieved. I .713 The Contractor should have suitable and sufficient mechanical compaction equipment and . watering apparatus on the job site to handle the amount of fill being placed in consideration of I moisture retention properties of the materials. If necessary, excavation equipment should be "shut down" temporarily in order to permit I .. proper compaction of fills. Earth moving equip- ment should only be considered a supplement and not substituted for conventional compaction I . equipment. 7.1.4 When placing fill in horizontal lifts adjacent to areas sloping steeper than 5:1 (horizontal: 1 vertiàal),.horizontal keys and vertical benches should be excavated into the adjacent slope area. Keying and benching should be sufficient I . to provide at least 6-foot wide benches and a minimum of 4-feet of vertical bench height within the firm natural ground, firm bedrock or I .engineered compacted fill. No compacted fill should be placed in an area subsequent to keying and.benching until the area has been reviewed by the Geotechnical Consultant. Material generated I . by the benching operation should be moved sufficiently away from the bench area to allow for the recommended reviewof the horizontal I I I Standard Guidelines Page 12 for Grading Projects bench prior to placement of fill. Typical keying and benching details have been included within the accompanying Standard Details. 7.1.5 Within a' single fill area wheregrading proce- dures dictate two or more separate fills, temporary slopes (false slopes) may be created. When placing fill adjacent'to a false slope, benching should be conducted in the same manner as above described. At least a 3-foot vertical bench should be established within the firm core of adjacent approved compabted fill prior to placement of additional fill. Benching should proceed in at least 3-foot vertical increments until the desired finished grades are achieved. 7.1.6 Fill should be tested for compliance with the recommended relative compaction and moisture conditions. Field'density testing should con- form to ASTM Method of Test D 1556-64, D 2922-78 and/or D 2937-71. Tests should be provided for about every twovert'ical feet or 1,000 cubic yards of fill placed. Actual-test interval may vary as field conditions dictate. Fill found not to be in conformance with the grading recom- mendations should be removed or otherwise • handled as recommended by the Geotechnical • Consultant. 7.1.7 The Contractor should assist the Gèotechnical Consultant and/or his representative by digging test pits for removal determinations and/or for testing compacted fill. 7.1.8 As recommended by the Geotechnical Consultant, the Contractor should "shut down" or remove grading equipment from an area being tested.. 7.1.9 The Geàtechnical Consultant should maintain a plan with estimated locations of field tests. Unless the client provides for actual surveying of test locations, the estimated locations by the Geotechnical Consultant should only be considered rough estimates and should not be utilized for the purpose of, preparing cross sections showing 'test locations or in any case for the purpose of after-the-fact evaluating of the sequence of fill 'placement. 1 Li I I I I Li I I I. I I I 7.2 El I I Standard Guidelines for Grading Projects MOISTURE 7.2.1 For field testing purposes, "hear optimum" moisture will vary with material type and other factors including compaction procedure. "Near optimum" may be specifically recommended in Preliminary Investigation Reports and/or may'be evaluated during grading. 7.2.2 Prior to placement of additional compacted fill following an overnight or other grading delay, the exposed surface or previously compacted fill should be processed by scarification, watered or dried as needed, thoroughly blended to near- optimum moisture conditions, then recompacted to a minimum of 90 percent of laboratory maximum dry density. Where wet or other dry or other, unsuitable materials exist to depths of greater than one foot, the unsuitable materials should beoverexcavated. 7.2.3 Following .a period of flooding, rainfall or overwatering by other means, no additional fill shouldbe placed until damage assessments have been made and remedial grading performed as described under Section 5.6 herein. FILL MATERIAL 7.3.1 Excavated on-site materials which are acceptable to the Geotechnical Consultant may be utilized as compacted fill, provided trash, vegetation and other deleterious materials are removed prior to placement.. 7.3.2 Where import materials are required for use on-site, the Geotechnical Consultant should be notified at least 72 hours in advance of importing, in order to sample and test materials from proposed borrow sites. No import materials should be delivered for use on-site'-without prior sampling and testing by Geotechnicai. Consultant. 7.3.3 Where oversized rock or similar irreducible material is generated during grading, it is recommended, where practical, to waste such material off-site or on-site in areas I . . . . . I .Standard Guidelines . Page 14 for Grading Projects designated as "nonstructural rock disposal areas". Rock pladed in disposal areas should I .be placed with sufficient fines to fill voids. The rock should be compacted in lifts to an unyielding.condition. The disposal area should I .be covered with at least three feet of compacted fill which is free of oversized material. The upper three feet should be placed in accordance with the guidelines for I . compacted fill herein. 7.3.4 Rocks 12 inches in maximum dimension and I .. smaller may be utilized-within the compacted fill, provided they are. placed in such a manner that nesting of the rack is avoided: Fill I . should be placed and thoroughly compacted over and around all rock. The amount of rock should not exceed 40 percent by dry weight passing the 1 . .. 3/4-inch -sieve size. The'12-inch and 40 percent recommendations. herein may vary as field conditions. dictate. I 7.3.5, During the course of grading operations, rocks or similar irreducible materials greater than 12-inches maximum dimension (oversized I . .material) may be generated. These rocks should not be placed within the compacted fill unless' Placed as recommended by the Geotechnical . I .. . Consultant. , 7.3.6. Where rocks or similar irreducible materials of greater than 12 inches but less than four feet I .of maximum dimension are generated during ' grading, or otherwise desired to be placed within an engineered fill, special handling in I accordance with the accompanying Standard Details is recommended. Rocks greater than . . four feet should be broken' down or disposed off-site. Rocks up to four" feet maximum I.. . dimension should be placed below'the 'upper 10 feet of any fill and 'should not be closer than 20-feet to any slope face. These I recommendations could vary as locations of improvements dictate. Where practical, , oversized material should not be placed below areas where structures or deep utilities are proposed.. Oversized material should be placed' in' windrows on a clean, overexcavated or unyielding compacted fill or firm natural . . . I .StandárdGuidelinès . Page 15 for Grading Projects ground surface. Select native or imported granular soil (S.E. 30 or higher) should be I. placed and thoroghly flooded over and around all windrowed rock, such that voids are filled. .. Windrows of oversized material should be' 1 . staggered so that sucessive strata of oversized material are not in the same Vertical plane. I 7.3.7 It may be possible to dispose of individual. larger rock as-field conditions dictate and as recommended by the Geotechnical Consultant at the time of placement. I ' 7.3,.8 Material that is considered unsuitable by the Geotechnical Consultant should not be utilized I ' in. the compacted fill. 7.3.9 During grading operations, placing and mixing I . the materials from. the cut and/or borrow areas, may result in soil mixtures which possess unique physical properties. Testing, may be, required of samples obtained directly from the I .' fill areas'in order to verify conformance with the specifications. Processing of these additional samples may take two or more working I days.' The Contractor may elect, to move the operation to other areas within the project, or may continue placing compacted fill pending laboratory and field test results. Should he I elect the second alternative, fill placed is done so at the Contractor's risk. ' I : 7.3.10 Any fill' placed in areas not previously reviewed and evaluated by the Geotechnical • Consultant, and/or in other areas,'without I ' 'prior notification to'the Geotechnical. Consultant may require removal and recompaction at the Contractor's expense. Determination of overexcavations should be made upon review of I ' field conditions by the Geotechnical Consultant. . I ' 7.4 ' FILL SLOPES 7.4.1 Unless otherwise recommended by the Geotechnical Consultant and approved by the regulating I agencies, permanent fill slopes should not be ' • ' steeper than 2:1 (horizontal to vertical). i . • ' ' '. .. ' . ' .1. • .' . , . •: •: ... ., . I I . Standard Guidelines for Grading Projects Page 16 7.4.2 Exceptas specifically recommended otherwise or as otherwise provided for in these grading I guidelines (Reference 7.4.3), compacted fill slopes should be overbuilt and cut back to grade, exposing the firm,, compacted fill inner core The actual amount of overbuilding may I . vary as field conditions dictate. If the desired results are not achieved, the existing I . slopes should be overexcavated and reconstructed under the guidelines of the Geotechnical Consultant. The degree of overbuilding shall be increased until the desired compacted slope surface condition is achieved. Care should be I taken by the Contractor to provide thorough mechanical compaction to the outer edge of the I overbuilt slope surface. 7. 4.3 Although no construction procedure produces a slope free from risk of future movement, overfilling and cutting back of slope to a compacted inner core is, given no other' constraints, the most desirable procedure. Other constraints, however, must often be I ' considered. These constraints may include property line situations, access, the critical I nature of the development and cost. Where such constraints are identified, slope face compaction may be attempted by conventional construction procedures including backrolling I S techniques upon specific recommendation by the Geotechnical Consultant. As a second best alternative for slopes of 2:1 I . (horizontal to vertical) or flatter, slope construction may be attempted as outlined I 'herein. Fill placement should proceed 'in thin lifts, i.e., six to eight inch loose thickness). Each lift should be moisture conditioned and thoroughly compacted. The 'desired moisture condition should be maintained and/or re-established, .where necessary, during the period between successive lifts. Selected lifts should be tested to ascertain that I . desired compaction is being. achieved. Care should be taken to extend 'compactive effort to the outer edge of the slope. Each lift should I extend horizontally to the desired finished slope surface or more as needed to ultimately establish desired grades. Grade during I .S I I Standard Guidelines Page 17 for Grading Projects construction should not be allowed to roll of f at the edge of the slope. It may be helpful to I .elevate slightly the outer edge of the slope. Slough resulting from the placement of individual lifts should not be allowed to drift I .down over previous lifts. At intervals not I exceeding four feet in vertical slope height or the capability of available equipment, whichever is less, fill slopes should be I thoroughly backrolled utilizing a conventional sheepsfoot-type roller. Care should be taken to maintain the desired moisture conditions I , and/or re-establishing same as needed prior to. backrolling. Upon achieving final grade, the slopes should again be moisture conditioned and I . thoroughly backrolled.. The use of a side-boom roller will probably be necessary and vibratory methods are strongly recommended. Without delay, so as to avoid (if possible) further I . . moisture conditioning, the slopes should then be grid-rolled to achieve 'a relatively smooth surface and uniformly compact conditon. In order to monitor slope construction procedures, moisture and density tests will be I . taken at regular.intervals. Failure to achieve the desired results will likely result in a recommendation by the Geotechnical Consultant to overexcavate the slope surfaces followed by I reconstruction of the slopes utilizing overfilling and cutting back procedures and/or further attempt at the conventional backrolling I approach. Other recommendations may also be provided which would be -commensurate with field conditions. I 7.4.4 Where placement of fill above a natural slope or abàvè a cut slope is proposed, the fill slope configuration as presented in the ' accompanying Standard Details should be adopted. I 7.4_5 For pad areas above fill slopes, positive drainage should be established away from the top-of-slope This may be accomplished utilizing a berm and pad gradients of at least 2 percent in soil areas I I 1 6 .1 Standard Guidelines . . . - Page 18 fbrGradingProjécts . I H 7.5 OFF-SITE FILL. I . . 7.5.1'-Off-site fill should be treated in the same , manner.' as recommended in these specifications for site preparation, excavation, drains, compaction., etc. I 75.2 0ff-site canyon fill should be placed in . . 'preparation for future additional fill, as shown in the accompanying..Standard Details. 7•5,.3 Off-site ,fill subdrains temporarily terminated S (up canyon) should be surveyed for future relocation and connection. . . DRAINAGE . " . ... . . . . 8.1 Canyon subdrain systems specified by the .Geotechnical F I . Consultant should be..installed in accordance with the' Standard Details. 8.2 'Typical subdrains for compacted fill buttresses, slope I stabilizations or sidehill'mass,es, should b& installed in accordance with the specifications of the . I.... , . accompanying Standard Details. 8.3 Roof, pad and slope drainage should be directed away from slopes and areas 'of structures to suitable I . disposal areas via. non-erodibledévices (i.e., . r ... 'gutters, downspouts, concrete swales). . 8.4 For drainage over soil areas immediately away from structures (i.e.', within f our feet), a minimum of 4 percent gradient should be maintained. Pad drainage of at least 2 percent should .be maintained over soil areas.. Pad drainage may be reduced to at least 1.percent for projects where no slopes exist, either . V natural or. man-made, of greater -than 10-feet in height' . . l and where no 'slopes are planned,; either natural or man-made, steeper than 2:1 -(horizontal to:vertical., slope ratio). I . 8.5 Drainage patterns 'established átthe time of fine grading should 'be maintained throughout the life of , the project. Property owners should be made aware that altering drainage patterns can be detrimental., to slope 'stability and foundationperformance.' STAKING 9.1 ' in all fill areas, the fill should be compacted prior to the placement of the skates. .This particulá'rlyis " important on fill slopes. Slope stakes should not I .be placed until the slope is thoroughly compacted (bàckrolled). If stakes must be placed prior'to the completion of compaction 'procedures, .it must be recognized that they will be removed and/or demolished I at such time as compaction procedures resume 9.2 In order to allow for remedial grading operations, which could include overexcavations or slope stabilization, appropriate staking offsets should be'; provided. For..finished slope and stabilization báckcut areas, we recommend at' iaast a 10-foot setback from proposed toes and tops-of-cut. . 10 SLOPE MAINTENANCE 1 .10 .1 LANDSCAPE PLANTS I In order to enhance surficial slope stability, slope planting should be accomplished at the completion of grading. Slope planting should consist of deep-rooting vegetation. 'requiring little watering. I . Plants native to the southern California area and , plants 'relative to native plants are generally desirable. Plants native to other 'semi-arid and arid I .areas may also be appropriate. A Landscape Architect would be the test party to consult reg4rding actual types of plants and planting configuration 1 10;2 IRRIGATION 10.2.1 Irrigation pipes should be anchored to slope ' I ' faces, not placed in trenches excavated into slope faces. . . I 10 2.2 Slope irrigation should be minimized If automatic timing devices are utilized on irrigation systems, provisions should be made for interrupting normal irrigation during I ' , periods of rainfall. . 10.2.3 Though not a requirement, consideration should I be given to the installation of near-surface moisture monitoring control devices., Such devices can aid in the maintenance of I relatively uniform and reasonably constant moisture conditions 10.2.4 Property owners should be made aware that I ' overwatering of slopes is.'detrimental to slope stability . I I I Standard Guidelines Page 20 for Grading Projects . 10.3 MAINTENANCE . fl I 10.3.1 Periodic inspections of -landscaped slope areas should be planned and appropriate 'measures should be taken to control weeds and enhance I ' growth of the landscape plants. Some areas may require occasional replanting and/or reseeding. 10.3.2 Terrace drains and downdrains should be I . . periodically inspected and maintained free. of debris. Damage to drainage improvements should be. repaired immediately. . 10.3.3 Property owners should be made aware that burrowing animals can be detrimental to slope stability. A preventative program should be I . established to control burrowing animals. -• 10.3.4 As a precautionary measure, plastic sheeting I .. should be readily available, or kept on hand, to protect all slope areas from saturation by . periods of heavy or. prolonged rainfall. This * . . measure is strongly recommended, beginning with the period of time prior to landscape planting. 10.4 REPAIRS . S •, •, .5., .10.4.1 If s.lope. failures, occur, the Geotechnical Consultant should •be contacted for a field I .' review of site conditions and development of recommendations for evaluation and repair. * I .. . 10.4.2 If slope failures occur as a result of exposure to periods of heavy rainfall, the failure area and currently unaffected areas should be. covered with plastic sheeting to protect .. against additional saturation. . 10.4.3 In the accompanying Standard Details, I .. . . .. appropriate repair procedures are illustrated for superficial slope failures (i.e., occurring typically within.the outer one foot to three feet of a slope face). ' S . • . . 11. TRENC1 BACKFILL • : . . . . S. Utility trench backfill should, unless otherwise reOomrnended, be compacted by mechanical means.. Unless. otherwise recommended, the degree.of 'áompaction should '• I . I I I I I I I I I I I I I .. I Standard Guidelines for Grading Projects Page 21 be a minimum of 90 percent of the laboratory maximum density. 11.2 As an alternative, granular material (sand equivalent - greater than 30) may be thoroughly jetted in-place. Jetting should only be considered to apply to trenches no greater than two feet in width and four feet in depth. Following jetting operations, trench backfill should be thoroughly mechanically compacted and/or wheel-rolled from the surface. 11.3 Backfill of exterior and interior trenches extending below a 1:1 projection from theouter edge of foundations should be mechanically compacted to a minimum of 90 percent of the laboratory maximum density. 11.4 Within slab areas, but outside.the influence of foundations, trenches'up to one foot wide and two feet deep may be backfiiled with sand and consolidated by ' jetting, flooding or by mechanical means. If on-site materials are utilized, they should be wheel-rolled, tamped or otherwise compacted to a firm condition. For minor interior trenches, density testing may be deleted or spot testing may be elected if deemed necessary, based on review of backfill operations during construction. 11.5 If utility contractors indicate that it is undesirable to use compaction equipment in close proximity to a buried conduit, the Contractor may elect the utilization of light weight mechanical compaction equipment and/or shading of the conduit with clean, granular material, which should be thoroughly jetted in-place above the conduit, prior to initiating mechanical compaction procedures. Other methods of utility trench compaction may also be appropriate upon review by the Geotechnical Consultant at the time of construction. 11.6 In cases where clean granular materials are proposed for use .in lieu of native materials or where flooding or jetting is proposed, the procedures sho.ild be considered subject to review by the Geotechnical Consultant. 11.7 Clean granular backfill and/or bedding are not recommended in slope areas-unless provisions are made for a drainage system to mitigate the potential build-up of seepage forces. . is, MINIMUM 4' DIAMETER PERFORATED PIPE BACKDRAIN 40 DIAMETER NON-PERFORATED "s // PIPE LATERAL DRAIN SLOPE PER PLAN - -.,w-2.0% - BENCHING H/2 12 1 3' • \ I PROVIDE BACK DRAIN PER BACKDRAIN \ DETAIL. AN ADDITIONAL BACKDRAIN \ AT MID-SLOPE WILL BE REQUIRED FOR \ SLOPE IN EXCESS OF 40 FEET HIGH. . • KEY-DIMENSION PER SOILS ENGINEER (GENERALLY 1/2 SLOPE. HEIGHT, 15' . . . . . MINIMUM) . TYPICAL STABILIZATION FILL DETAIL JOB NO.: JDATE: • • FIGURE: 30065-00 • NOVEMBER 1986 • :1.TM NATURAL GROUND S PROPOSED GRADING N N 15 NIE COMPACTED FILL 1.5 P WEA,cN I PROVIDE BACKDRAIN PER We Pi BACKDRAIN DETAIL. AN \ Op • ADDITIONAL BACKDRAIN S \ AT MID—SLOPE WILL BE REQUIRED. FOR BACK \ OPES CESS OF . "—BASE WIDTH 'W DETERMINED 40 FEET HIGH. LOCA— BY SOILS ENGINEER lIONS OF BACKDRAINS S AND OUTLETS PER SOILS S S • ENGINEER AND/OR EN— • S GINEERING GEOLOGIST S • . S DURING GRADING. S TYPICAL SHEAR KEY DETAIL JOB NO.: DATE: FIGURE: 30065-00 NOVEMBER 1986 • 3 15' MINIMUM 40 DIAMETER PERFORATED PIPE BACKDRAIN 4' DIAMETER NON-PERFORATED PIPE LATERAL DRAIN SLOPE PER PLAN BENCHING H/2 - ------- t3' PROVIDE BACKDRAIN PER BACKDRAIN DETAIL. AN ADDITIONAL BACKDRAIN AT MID-SLOPE WILL BE REQUIRED FOR SLOPE IN EXCESS OF 40 FEET HIGH KEY-DIMENSION PER SOILS ENGINEER TYPICAL BUTTRESS FILL DETAIL JOB NO.: DATE: FIGURE: 30065-00-1 NOVEMBER 1986 2 I . SOUND BEDROCK TYPICAL BENCHING OVERBURDEN :: \ (CREEP-PRONE) \ PROVIDE BACKDRAIN PER BACKDRAIN. \ DETAIL. LOCATION OF BACKDRAIN AND \ OUTLETS PER SOILS ENGINEER AND/OR \ ENGINEERING GEOLOGIST DURING \ GRADING \-EQUIPMENT WIDTH (MINIMUM 15) DAYLIGHT SHEAR KEY DETAIL JOB NO.: DATE: FIGURE: 30065-00 NOVEMBER 1986 4 BENCHING FILL OVER NATURAL - SURFACE OF FIRM EARTH MATERIAL FILL SLOPE 00 -s 5'MIN 10, 4 TYPICAL TYPICAL 10 MIN. (INCLINED 2% MIN. INTO SLOPE) BENCHING FILL OVER CUT SURFACE OF FIRM FINISH FILL SLOPE EARTH MATERIAL FINISH CUT SLOPE S.'.. 4 TYPICAL 10 TYPICAL H- - MIN. OR STABILITY EQUIVALENT PER SOIL ENGINEERING (INCLINED 2% MIN.,INTO SLOPE) BENCHING FOR COMPACTED FILL DETAIL JOB NO.: - DATE: FIGURE: 30065-00 NOVEMBER 1986 . 5 FINISH SURFACE SLOPE 3 FT3 MINIMUM PER LINEAL FOOT APPROVED FILTER ROCK* COMPACTED FILL - A- 2 % MINIMUM GRADIENT • \ '-4' MINIMUM APPROVED \ PERFORATED PIPE**. vv[ \ (PERFORATIONS DOWN) \ MINIMUM 2% GRADIENT 4' MINIMUM DIAMETER A_J_ _ \ r OUTLET SOLID OUTLET PIPE ''-BENCH SPACED. PER SOIL INCLINED TOWARD ENGINEER REQUIRE- DRAIN MENTS DURING GRADING TYPICAL BENCHING DETAIL A-A TEMPORARY FILL LEVEL I COMPACTED -4' MINIMUM DIAMETER BACKFILL / APPROVED SOLID A OUTLET PIPE - 12' MINIMUM COVER___!_[ MINIMUM 1 *FILTER ROCK TO MEET FOLLOWING SPECIFICATIONS OR APPROVED EQUAL: - •• SIEVE PERCENTAGE PASSING **APPROVED PIPE TYPE 100 3/4• 90-100 SCHEDULE 40 POLYVINYL CHLORIDE 3/8' • 40-100 (P.V.C.) OR APPROVED EQUAL. • NO.4 25-40 MINIMUM CRUSH STRENGTH 1000 PSI. NO.30 5-15 NO.50 0-7 • NO.200 0-3 TYPICAL BACKDRAIN DETAIL JOB NO.: JDATE: • • FIGURE: 30065-00 I NOVEMBER 1986 6 FINISH SURFACE SLOPE MINIMUM 3 FT3 PER LINEAL FOOT OPEN GRADED AGGREGATE* TAPE AND SEAL AT CONTACT COMPACTED FILL A SUPAC 8-P FABRIC OR 2% MINIMUM GRADIENT APPROVED EQUAL A 4" MINIMUM APPROVED PERFORATED PIPE 4" MINIMUM DIAMETER (PERFORATIONS DOWN) SOLID OUTLET PIPE MINIMUM 2% GRADIENT SPACED PER SOIL TO OUTLET ENGINEER REQUIREMENTS BENCH INCLINED TYPICAL TOWARD DRAIN BENCHING DETAIL A-A TEMPORARY FILL LEVEL COMPACTED MINIMUM 12" COVER BACKFILL p- MINIMUM 4" DIAMETER APPROVED / SOLID OUTLET PIPE I MINIMUM I * NOTE: AGGREGATE TO MEET FOLLOWING SPECIFICATIONS OR APPROVED EQUAL: SIEVE SIZE PERCENTAGE PASSING 1 1/2" 100 1" 5-40 3/4" 0-17 - 3/8" 0-7 NO. 200 0-3 BACKDRAIN DETAIL (GEOFABRIC) JOB NO.: DATE: FIGURE: 30065-00 - NOVEMBER 1986 7 TM t—SURFACE OF / FIRM EARTH MATERIAL N COMPACTED FILL TYPICAL BENCHING \\\ / REMOVE UNSUITABLE MATERIAL INCLINE TOWARD DRAIN SEE DETAIL BELOW DETAIL / 1—MINIMUM 4 DIAMETER APPROVED / PERFORATED PIPE (PERFORATIONS' 0 / DOWN) MINIMUM 9 FT PER LINEAR OF APPROVED FILTER FOOT MATERIAL - S F!LTER MATERIAL BEDDING 14j, ¶A1NIMUM I ,APPROVED PIPE TO. BE SCHEDULE 40 FILTER MATERIAL TO MEET FOLLOWING POLY—VINYL—CHLORIDE (P.V.C.) OR SPECIFICATION OR APPROVED EQUAL: •. APPROVED EQUAL. MINIMUM CRUSH STRENGTH 1000 psi SIEVE SIZE PERCENTAGE PIPE DIAMETER TO MEET THE - FOLLOWING CRITERIA, SUBJECT TO 1 100 • FIELD REVIEW BASED ON ACTUAL 3/4 - 90-100 GEOTECHNICAL CONDITIONS ENCOUNTERED DURING GRADING 318 • 40-100 • NO .4' 25-40 LENGTH OF RUN PIPE DIAMETER NO.30 5 0 5-15' UPPER 500' • 4 NO.50 0-7 , NEXT 1000' : •ea NO.200 0-3 • >1500' TYPICAL CANYON SUBDRAIN DETAIL • JOB NO.: DATE: S 7~~URE: 30065-0.0 NOVEMBER 1986 8 I CANYON SUBDRAIN DETAILS 1—SURFACE OF FIRM EARTH COMPACTED FILL TYPICAL BENCHING—' REMOVE UNSUITABLE MATERIAL 0 "—INCLINE TOWARD DRAIN SEE DETAILS BELOW TRENCH DETAIL 6" MINIMUM OVERLAP ,—.—MINIMUM 9 FT3 PER LINEAL OPTIONAL V-DITCH DETAIL FOOT OF APPROVED DRAIN MATERIAL SUPAC 8-P FABRIC — / SUPAC 5-P FABRIC OR OR APPROVED EQUAL / APPROVED EQUAL 8" MINIMUM OVERLAP S 24 MINIMUM 2 4'—MINIMUM 9 FT3 PER LINEAL FOOT MINIMUM \OF APPROVED DRAIN MATERIAL 600 TO 900 DRAIN MATERIAL TO MEET FOLLOWING :.. AD,D MINIMUM 4" DIAMETER SPECIFICATION OR APPROVED EQUAL:. APPROVED PERFORATED PIPE WHEN GRADIENT IS SIEVE SIZE PERCENTAGE.PASSING LESS THAN 2% 1 1/2" 5-40 5 APPROVED PIPE TO BE 3/4" 0-17 S SCHEDULE 40 POLY-VINYL- S , CHLORIDE (P.V.C.) OR 3/8 ' 0-7 APPROVED EQUAL. MINIMUM NO.200 0-3 5 ' CRUSH STRENGTH 1000 psi. GEOFABRIC SUBDSRAINS JOB NO.: ' DATE: '' FIGURE: 30065-00 NOVEMBER 1986 9 T K4 FINAL NATURAL SLOPE LIMITS OF FINAL EXCAVATION TOE OF SLOPE SHOWN N GRADING PLAN FILL 10' TYPICAL BENCH WIDTH VARIES 41 COMPETENT EARTH I MATERIAL 5% 0/ / [, TYPICAL BENCH / 115' MINIMUM BASE KEY WIDTH \ HEIGHT MINIMUM-/ DOWNSLOPE - KEY DEPTH PROVIDE BACKDRAIN AS REQUIRED PER RECOM- MENDATIONS OF SOILS ENGINEER DURING GRADING WHERE NATURAL SLOPE GRADIENT IS 5:1 OR LESS. - BENCHING IS NOT NECESSARY. HOWEVER, FILL IS NOT TO BE PLACED ON COMPRESSIBLE OR UNSUIT- ABLE MATERIAL. S FILL SLOPE ABOVE NATURAL GROUND DETAIL JOB NO.: DATE: FIGURE: 30065-00 NOVEMBER 1986 10 I - REMOVE ALL TOPSOIL, COLLUVIUM - -: AND CREEP MATERIAL FROM - TRANSITION - - - - CUT/FILL CONTACT SHOWN ON GRADING PLAN - - - - - FILL --.- ---- -ØO'J - - CUT/FILL CONTACT SHOWN - 0 cvtfe ON 'AS-BUILT Aptt - o-- 4' TYPICAL - - - - çoc - - - NATURAL _- A-10' TYPICAL- - - I TOPOGRAPHY\ 15 MINIMUM. - - CUT SLOPE* - - - - - - BEDROCK OR APPROVED - -- - FOUNDATION MATERIAL - - * NOTE: CUT SLOPE PORTION SHALL BE MADE - - PRIOR TO PLACEMENT OF FILL - -. - FILL SLOPE ABOVE CUT SLOPE DETAIL • JOB NO.: - DATE: FIGURE: 30065-00 NOVEMBER 1986 11 TM BUILDING FINISHED GRADE p-CLEAR AREA FOR / FOUNDATION, UTILITIES, I0' / AND SWIMMING POOLS J, SLOPE FACE 0 0 RE ET. -WINDROW 1 S 5' OR BELOW DEPTH OF DEEPEST UTILITY TRENCH (WHICHEVER GREATER) TYPICAL WINDROW DETAIL (EDGE VIEW) GRANULAR SOIL FLOODED TO FILL VOIDS . /c HORIZONTALLY PLACED COMPACTION FILL S / / 7 7 / 7 7 / •7 ROCK DISPOSAL DETAIL . S JOB NO.: DATE: FIGURE: 30065-00 NOVEMBER 1986 13 FF 0-1 Tsa LL- N 3z -17 sa 44, 367 \Vl - A-,- FF F -- / 70 \\\\k\ )it z9 E TG 724o /) \I e(ol 17 f ± pz it± j) L-Z \ \' I s/p 7.9g PEI- go lz 79 NO, L 08 3FAUNS RD/LIS IENLTH J I'&WRK5 -ca 85°5/"ES" CARLSBAD OAKS BUSINESS CENTER, LOTS 3-6 .. . CARLSBAD, CALIFORNIA ç \ SAN DIEGO GEOTECNICAL CONSULTANTS, INC \ \ . QrII I tc'i Euv - JOB NO.: f LOG NO.: JDATE: fPLATE: - 30065-00 1 6-6552 J__NOVEMBER 1986 V . . .Z//. JO'L............ SHEET CITY OF CARLSBAD 1ISHEETS [ENGINEERING DEPARTMENT1L3 GRADING PLANS FOR 14'CEL 4'/'8' 9/ CA'LS&4P LOT L /t1 A PJZJSTMENT 1A6 CARLSBAD CROSSROADS APPROVED RE 936761 CITY ENGINEER DATE OWN BY 11 PROJECT NO II DRAWING NO ELI DATE syl DESCRIPON APPD V V :•' : N N ___//i 1. V. t) FOR EXPLANATION REFER TO PLATE 2 PLOT PLAN FIVE M. DEVELOPMENT, INC. CARLSBAD OAKS BUSINESS CENTER, LOTS 3-6 V V V V V V 1 CARLSBAD, CALIFORNIA V V VV V V ' V 0 30 60 SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. V • ' FEET SOIL ENGINEERING & ENGINEERING GEOLOGY V ___________________________________ C- N JiOB NO.: tLOG NO.: DATE: 1PLATE: 3OO65-00 •: ::-' VV• V V • V ' - VV..•• V - - - V V . V VVV V SHEET CITY OF CARLSBAD I1sHEE ENGINEERING DEPARTMENT , T5 L GRADING PLANS FOR 14'CL 4'4'B Of CA'LS3AP LOT'LIA19 ArxrL'rMENr 6/5 CARLSBAD CROSSROADS CT 74'f APPROVED RE .3675/ CITY ENGINEER DATE DWN-BY& PROJECT NO 1 INGDRAW PO CHXDBY Ii ir 650 275 FIELD -ri V ' '' DATEISYL DESCRIPTION APP'D REVISIONS Z - --- /l / , , I/ /I — __) , I i I I I I - , / / / ,~ , . - ~ I - 1 1-1 / /1 ,/' r\ : / I _,`. - _% - - : ' / / j \; j \J ( - - - / ZI- / / / J I - J I,,, - - ~,l ": ,<1 l ~ _1 11 / / _/_ -- / I J_ , I - --- - '/ T' ,rz - -- - — — - - I" , I ; ~ - , - L), 11A / / - I /,-, 5/ I I 60 FEET - / u!/' / 5 1 / / // / k / / /I 11 - - - - - - / / /'/c / / / ~1' i / I / .1 !Z, / ~ I - — . ~v 3 --- -- - . . I :", //j,~ I I 1 ~ I 11 rj - 70,4!5 10 I ;: / / / // / / / / r / 1 / 1 I 4 4/ I ~ ! 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I OR /N& RD/S (EN6TH I URK -rn I Y5_ 051'5E // /5' 1 Z2'8' I L'2 "1,03 ___ /5" 1ZS 81 // I - : - r. \\' \ - I - L'IL NUI I1II I II'lttP4U JL'J I I I JOB NO LOG NO DATE IPLATE 00 ____ 3 65-bO 6-6552 NOVEMBER 186 1 2 ___ _____________________________ _______ ___________ ________________________________ __________________________ _______ _______________ ______ _______ _______________________________________________________________________________ ________________________ _______________________________________________________________________ ______ F -- - - -- - - - - - ' -, 7=7 -- S'5_ -' - -'5------- - ----"5 ____5_ -.---------'- - •' '-w'- -5-- _- --5--- - 5- - -------5------- -- - .5- - ----5- -' - - - - - - - _•5_ - - -'S--_----_-5-" -5'- _-'-S-'---- - S S I S S - - 55 i: 'th'zC V -. - - 1. ___ -. -1 1-1 -5-- -5------ --5---- V -'-"• a-. COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUST R I A L W A S T E D I S C H A R G E P E R M I T - CITY Of CARLSBAD APPLICATION' NEW 8UILDING P C NO (CHECK ONE) REVISED________ APPLICATION NO.: -67/ INDUSTRIAL CLASS: 3, Signature of City Representative APPLICATION FOR INDUSTRIAL W A S T E D I S C H A R G E P E R M I T 4ft?%7 GENERAL -7 APPL I ,> wC27 TYPE OF BUSINESS _ APPLICANT'S ADDRESS:i9377 WASTES AND PROCESSING (Check where appi - ''ñ --- [>4. Domestic Waste Only. .J_ Industrial Waste Jj industrial Waste NOT r . Discharged to Sewer Discharged to. Sewer / GENERAL DESCRIPTION OF - WASTE (Chemical and Physical C h a r a c t e r i s t i c s o f proposed wa s t e ) GENERAL DESCRIPTION OF PROCESS (If Applicable) C WASTES TO '& DISCHARGED TO SEWER WASTE TREATED QUANTITY:,AVERAGE GPO (Check One) UNTREATED:. . (Daily) MAXIMUM .. GPO (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF F I R M TITLE: _ ..... .. . - -'51GNATURE ,DTE 411 2- 7 CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. ' 7? DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92.009 (619) 438-1161'I. ••S • - This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has cbmplied with the school fee .requirements. No building, permits for the projects shall be issued unt.il the tification is signed- by the appropriate school district and returned to the City of Carlsbad Building Department SCHOOL , 5I-sTRIeT: . ., . Carlsbad Unified - .. San Marcos Unified . £350 Yarrow D,_S4e..,ar 270 West'San MarcOs Blvd. Carlsbad,.CA 92009 (430 Sant Marcos, CA 92069 -(744-4776) 434 -0&10 5 •. Encinitas Union Elementary San Dieguito Union High School - 189' Union Street- - ' . : 710 Encinitas Boulevard Encinitas, CA92024 (944-4306) Encinitas, CA 920214 (753-6491) Project Applicant CxLLcs 41,) Cbcc L9 APN Proj ect Address Z ko,9 1,4j/ RESIDENTIAL: SQ. FT. •of living area 'j.. Number.bf dwelling units' SQ. FT. of aovered area SQ. FT. of garage aieà - . .. - . COMMERCIAL/.INDUSTRIAL:. SQ. FT. AREA 76 S - - -- •: - Prepared By / Date . . . . •. . FEE CERTIFICATION (To be completed by theSchoblDistrict) ../ Applicant has complied with fee requirement under Government-Code 53080 Project is subject to an existing fee agreement Project is exempt from Gqirerrment Code 53080 • : . Final Map-approval and construction, started before September 1, 1986. .5 (other school feeê s-paid) • . . ' Other • - •. • - - . . - • - - Residential Fee Levied: -$ - • • based on - sq. ft.@ • • . • •. Comm/Indust Fee Levied: $(O(IT11Q based on 1.-iC9 sq.. ft.@ $D -. .. O 01Z 'Ja qo Sc'Fp1-District Official - - Title - - • • Date - - -. AB 2926 and SB 201, fees are capped at $1.53 per square foot for residentia1; AB 2926 is capped at $.25-per square foot for commercial/industrial. S. - - • , QV rL JI rr C - .__(___ .---.-- ----- ------.--- -" - - - -----. '- -BUILDING ,4liLJ ( 'LD RCD FOM 4 wr ¶ *PPRO CO$t- •. - • - .- I Heaftji - Assoc I- 3ZeAe 4 - - - - -,.- •- * I- -- - -- r- -•- - - - -- - - - - • _--4- 'k .- - .- I rLr I - A -v -• 4 - * _IJ LO N - . t • - - f4J __4__ - • - -