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Home My WebLink About1200 PLUM TREE RD; ; CB994287; Permit02/15/2000 City of Carlsbad Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB994287 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 02/09/2000 1200 PLUM TREE RD CBAD COMMIND Sub Type 2145440300 Lot# $684,422 00 Construction Type 18 Reference # KINDERCARE LEARING CENTER DAYCARE BLDG - 9,862 SF COMM 140 NEW Status Applied Entered By Applicant TRUDEAU NANCY 225 23832 ROCKFIELD BLVD LAKE FOREST CA 92630 949-609-7003 Owner Inspect Area ISSUED 11/17/1999 JM Plan Approved Ofcms^osooi 01 C-PRHT 02 95068. Total Fees $96,638 19 Total Payments To Date $1,569 39 Balance Due $95,068 80 Building Permit : Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $2,57238 ; 'Meter Size $000 Add'l Reel Water Con Fee $1,67205 : Meter Fee $000 SDCWAFee $0 00 '•; CFD Payoff Fee $14373 PFF $000 PFF (CFD Fund) $0 00 License Tax • $0 00 License Tax (CFD Fund) $000 , Traffic Impact Fee $000 , Traffic Impact (CFD Fund) $0 00 LFMZ Transportation Fee $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $15,360 00 MECHANICAL TOTAL D2 Master Drainage Fee $0 00 Sewer Fee $0 00 Redev Parking Fee TOTAL PERMIT FEES Inspector FINAL APPRO Date Clearance $000 $350 00 $9,729 00 $22,665 83 $12,45648 $000 $000 $000 $12,69600 $000 $5,520 00 $679 00 $11000 $230 50 $4,865 22 $7,588 00 $000 $96,63819 NOTICE Please take NOTICE thai approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactiorb" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr , Carlsbad CA 92009 (760)438-1161 ...........-i PROJECT INFORMATION FOR OFFICE USE O PLAN CHECK NO EST VAL Plan Ck Deposit-. Validated By/jj/W Date Address (include Bldg/Suite #)Business Name (at this addStll JUt/lffy? 0001 01 <W C-PRMT 1569.39 Legal Descr,pt,on Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #ExistinfUse Proposed Use Description of Work* IVIED (^s^ CONTACT PERSON M diHerentlirom applicant) ."/V FT ]/H:#of Storiesa *'":: # of Bedrooms # of Bathrooms Name 3 APPLICANT ••'"[i] Contractor Address City Agent for Contractor D^pwner Q Agent for Owner State/Zip Telephone # Name 4 ^ PROPERTY OWNER Address City State/Zip Telephone # Name Address City State/Zip Telephone # CONTRACTOR - COMPANY NAME 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Nam% State License # Address License Class p* City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # fc 6: WORKERS'COMPENSATION ,,,:. - "ffi""" ."" ^;fV ""•*"" ' '"":"" % Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued ^BlT I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is ' issued My worker s compensation insurance carrier and policy number are Insurance Company L-£&\oJ |i>J Suf2>OJCfL Policy No VO (- "^ <Z>°\ 8*7 4o"7 Expiration Date I / 1/geoi (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q 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 WARNING Failure toJsecure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars4£40,ftpOO>-in<«fl3It!on to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE ~ ' °ATE •7"? ~ I hereby affirm that I am exempt from the Contractor's License Law for the following reason CD 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 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If however, the building or improvement is sold within one year of completion, the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) CD I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business; and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such project^ with contractor(s) licensed pursuant to the Contractor's License Law) D I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES CD^O 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDINGI PERMITS; ONLY , J 3* *•. %.. ; 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? CD YES CD NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~l YES CD NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? CD YES CD NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8,?! CONSTRUCTION LENDING AGENCY J!' .".." . ":: , tfi^'" .. Jj V" f " I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER S ADDRESS :9. APPLICANT CERTIFICATION :"";"°;;M.:. ""J^- ^'l • ,..,,>•• '-,. "Z ~~ "';•• K- ".'..:,:,.:•• • •"*" ...., I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate 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 OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced witlain 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time afj^fthe^ork is commenciy for* period of 18Bfldavs (Section 106 4 4 Uniform Building Code) 'flj^dwr/fffrM - (I 'WHITE File YELLOW Applicant PINK Finance APPLICANT'S SIGNATI DATE City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD Stltjte Fire 42000 Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected Bv Inspected Bv Inspected Bv Comments CB994287 KINDERCARE LEARING CENTER DAYCARE BLDG - 9,862 SF 1200 PLUM TREE RD Phone CA Water Dist CA YV^ Date / . /XJ/7O Inspected 0/7/00 /V\v? ^ate / //Jo/K^ Inspected &/\*r'IQ( Date Inspected Date Permit Type Sub Type Lot 140 Approved •NJ Approved Approved 8/3/2000 COMMIND COMM Disapproved Y Disapproved v Disapproved City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Eire Plan Check # Permits Project Name Address Contact Person Sewer Dist Date 8/3/2000 CB994287 KINDERCARE LEAPING CENTER DAYCARE BLDG - 9,862 SF 1200 PLUM TREE RD Phone CA Water Dist CA Lot Permit Type COMMIND Sub Type COMM 140 Inspected By . Inspected By Inspected By Date Inspected Date Inspected Date Inspected Approved Approved Approved Disapproved Disapproved Disapproved Comments Inspection List Permit* CB994287 Type COMMIND COMM Date Inspection Item 08/29/2000 89 08/25/2000 89 08/23/2000 89 08/04/2000 16 08/02/2000 23 07/31/2000 11 07/31/2000 31 07/31/2000 34 07/27/2000 39 07/27/2000 49 07/24/2000 14 07/24/2000 44 07/24/2000 44 07/21/2000 11 07/19/2000 14 07/05/2000 61 07/05/2000 66 06/28/2000 17 06/26/2000 17 06/23/2000 17 06/23/2000 18 06/23/2000 23 06/22/2000 23 06/19/2000 16 06/19/2000 18 06/15/200024 06/15/2000 34 06/14/2000 22 06/14/2000 24 06/13/2000 84 06/02/2000 13 05/30/2000 13 05/30/2000 15 05/11/2000 11 05/11/2000 12 05/08/2000 1 1 05/05/2000 1 1 05/01/2000 21 05/01/2000 22 04/24/2000 1 1 04/24/2000 12 04/21/2000 11 04/21/2000 12 Final Combo Final Combo Final Combo Insulation Gas/Test/Repairs Ftg/Foundation/Piers Underground/Conduit-Wirm Rough Electric Final Electrical Final Mechanical Frame/Steel/Boltmg/Weldm Rough/Ducts/Dampers Rough/Ducts/Dampers Ftg/Foundation/Piers Frame/Steel/Bolting/Weldm Footing Grout Interior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Gas/Test/Repairs Gas/Test/Repairs Insulation Exterior Lath/Drywall Rough/Topout Rough Electric Sewer/Water Service Rough/Topout Rough Combo Shear Panels/HD's Shear Panels/HD's Roof/Reroof Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Inspector Act PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PD PD PY PS PD PD PY PY PY PY NR PA CO AP NS AP AP we PA PA AP AP AP we NR we AP AP AP we AP AP NS AP NR AP PA AP NR NS AP NR AP AP AP AP CO AP NR we we PA PI KINDERCARE LEARING CENTER DAYCARE BLDG - 9,862 SF Comments TEMP C OF 0 HANDICAP SIGNS TEMP C OF O METER RELEASE LIGHTS @ PARKING LOT EMR & SEO T-BAR OVERHEAD T-BAR OK TO INSULATE EXTERIOR NEED DRAFT STOP @ EAVE GRADE BEAM / COLUMNS NEED COPPER UFER WALLS PAD CERT -SEE ATTACHED NOTICE HEAD OFF @ FRONT PLUMBING OK TO POUR INTR & MASONRY WALL FTGS Friday, January 12, 2001 Page 1 of 2 04/20/2000 11 Ftg/Foundation/Piers PY WC 04/20/200012 Steel/Bond Beam PY WC ^04/20/2000 34 Rough Electric PY NR METER ALREADY INSTALLED ON PED Friday, January 12, 2001 Page 2 of 2 City of Carlsbad Bldg Inspection Request For 8/25/2000 Permit# CB994287 Title KINDERCARE LEARING CENTER Description DAYCARE BLDG - 9,862 SF Inspector Assignment PY Sub Type COMM 1200 PLUM TREE RD Lot 140 Type COMMIND Job Address Suite Location APPLICANT TRUDEAU NANCY Owner IRRIGATION PEDISTAL-SAMBI Remarks Phone 9095226323 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By DON Entered By ROBIN Act Comments Associated PCRs Inspection Historv Date 8/23/2000 8/4/2000 8/2/2000 7/31/2000 7/31/2000 7/31/2000 7/27/2000 7/27/2000 7/24/2000 7/24/2000 7/24/2000 7/21/2000 7/19/2000 7/5/2000 7/5/2000 6/28/2000 Description 89 Final Combo 16 Insulation 23 Gas/Test/Repairs 1 1 Ftg/Foundation/Piers 31 Underground/Conduit-Wiring 34 Rough Electric 39 Final Electrical 49 Final Mechanical 14 Frame/Steel/Bolting/Weldmg 44 Rough/Ducts/Dampers 44 Rough/Ducts/Dampers 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 61 Footing 66 Grout 17 Interior Lath/Drywall Act CO AP NS AP AP we PA PA AP AP AP we NR we AP AP Insp PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY Comments HANDICAP SIGNS TEMP C OF O METER RELEASE LIGHTS @ PARKING LOT EMR & SEO T-BAR OVERHEAD T-BAR City of Carlsbad Bldg Inspection Request For 7/27/2000 Permit# CB994287 Title KINDERCARE LEARING CENTER Description DAYCARE BLDG - 9,862 SF Inspector Assignment PY 1200 PLUM TREE RD Lot 140 Type COMMIND Sub Type COWIM Job Address Suite Location APPLICANT TRUDEAU NANCY Owner IRRIGATION PEDISTAL-SAMBI Remarks Phone 7604312236 Inspector Total Time CD Description 39 Final Electrical 49 Final Mechanical Requested By DON Entered By ROBIN Act Comments Associated PCRs Date 7/24/2000 7/24/2000 7/24/2000 7/21/2000 7/19/2000 7/5/2000 7/5/2000 6/28/2000 6/26/2000 6/23/2000 6/23/2000 6/23/2000 6/22/2000 6/19/2000 6/19/2000 6/15/2000 6/15/2000 6/14/2000 6/14/2000 6/13/2000 Inspection Historv Description 14 Frame/Steel/Bolting/Weldmg 44 Rough/Ducts/Dampers 44 Rough/Ducts/Dampers 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Boltmg/Weldmg 61 Footing 66 Grout 17 Interior Lath/Drywall 17 Interior Lath/Drywall 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 23 Gas/Test/Repairs 23 Gas/Test/Repairs 16 Insulation 18 Exterior Lath/Drywall 24 Rough/Topout 34 Rough Electric 22 Sewer/Water Service 24 Rough/Topout 84 Rough Combo Act AP AP AP we NR we AP AP AP we AP AP NS AP NR AP PA AP NR NS Insp PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY Comments T-BAR OVERHEAD T-BAR OK TO INSULATE EXTERIOR WALLS City of Carlsbad Bldg Inspection Request For 5/30/2000 Permit# CB994287 Title KINDERCARE LEARING CENTER Description DAYCARE BLDG - 9,862 SF Inspector Assignment PY Sub Type COMM 1200 PLUM TREE RD Lot 140 Type COMMIND Job Address Suite Location APPLICANT TRUDEAU NANCY Owner IRRIGATION PEDISTAL-SAMBI Phone 7604312236 Inspector Remarks^PWI PLEASE Total Time Requested By DON Entered By CHRISTINE CD Description 13 Shear Panels/HD's 15 Roof/Reroof Act Comments Associated PCRs Date 5/11/2000 5/11/2000 5/8/2000 5/5/2000 5/1/2000 5/1/2000 4/24/2000 4/24/2000 4/21/2000 4/21/2000 4/20/2000 4/20/2000 4/20/2000 Inspection Historv Description 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor 22 Sewer/Water Service 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 34 Rough Electric Act AP AP AP CO AP NR we we PA PI we we NR Insp PD PD PY PS PD PD PY PY PY PY PY PY PY Comments GRADE BEAM/COLUMNS NEED COPPER UFER PAD CERT -SEE ATTACHED NOTICE HEAD OFF @ FRONT PLUMBING OK TO POUR INTR & MASONRY WALL FTGS METER ALREADY INSTALLED ON PED City of Carlsbad Bldg Inspection Request For 5/5/2000 Permit# CB994287 Title KINDERCARE LEARING CENTER Description DAYCARE BLDG - 9,862 SF Inspector Assignment PY Sub Type COMM 1200 PLUM TREE RD Lot 140 Type COMMIND Job Address Suite Location APPLICANT TRUDEAU NANCY Owner IRRIGATION PEDISTAL-SAMBI Remarks Phone 7604312236 Inspector Total Time CD Description 11 Ftg/Foundation/Piers Requested By DON Entered By CHRISTINE Act Comments 00 Associated PCRs Date 5/1/2000 5/1/2000 4/24/2000 4/24/2000 4/21/2000 4/21/2000 4/20/2000 4/20/2000 4/20/2000 Inspection Historv Description 21 Underground/Under Floor 22 Sewer/Water Service 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers 12 Steel/Bond Beam 34 Rough Electric Act AP NR we we PA PI we we NR Insp PD PD PY PY PY PY PY PY PY Comments HEAD OFF @ FRONT PLUMBING OK TO POUR INTR & MASONRY WALL FTGS METER ALREADY INSTALLED ON PED CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION PERMIT NO FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? I I YES ^ ^ ER INFORMATION, CONTACT PHONE BUILDIN MSPECTOR CODE ENFORCEMENT OFFICER CONSULT A S N T S March 24, 2000 JN 99-1024-1 City of Carlsbad 1635 Faraday Avenue Carlsbad, C A 92008-73 14 Re: Pad Certification for S.D.P. 99-14 Dear Sirs Based upon our survey on March 22, 2000, we certify that the pad elevation is within 0 10' of the approved plan Very truly yours, O'DAY CONSULTANTS, INC George (Day Project Manager GO/ts CC Nancy Trudeau W \MSOFFICE\WINWORD\991024\CitvCarl hr 5900 Pasteur Cf Suite 100 Carlsbad, California 92008-7317 760-931-7700 Fax 760-931-8680 E-mail odav©odavconsiiluints com Civil Engineering Planning Processing Surveying May 31 00 05s58a Pre-inst»lled User 714 730-8SS9 P. 1 ilarrmp tonVjeotflchmcdl tftgmeermg, Inc. 1938 North Batavia Street, Suite N, Orange, CA 92665 (714) 637-3093 • (800) 924-7W5 TO THE fOlLO«V!"JG WAS NOTED DATs PROJECT • / 2,^ CONTRACTOR HEA p»>.eSEM JOB NO r r, ! OWNER AM PM Un '*K^a^UW)J< /? I tfs^-//?re arrmpton Vjeotflchnical , Inc 1938 North Batavia Street, Suite N, Orange, CA 92665 (714) 637-3093 • (800) 924-7645 TO ._ THE FOLLOWING WAS NOTED DATE JOS NO PROJECT i m ti 1 n. ci ^/T, C->A fl~3^. LOCATION ; T.O o p I-WVN T/>^-e.e. C^/tt J0/<Ji3 CONTACTOR i OWNER \Rits. 5 \l 5 f"£yV» J" WEATHER , TEMP 031 PRESENT AT SITE AM PM „ llarnnpton Vjeotfichnical Ingmeermg, Inc. 1938 North Batavia Street, Suite N, Orange, CA 92665 (714) 637-3093 • (800) 924-7645 TO THE FOLLOWING WAS NOTEDc M.a0SOOO«,10p Pr.-in.~ll-- U«r 714 730-8969 p.l veotpchnical Lngmccnng. Inc 1938 North Baiavia Street, Suite N, Orange, CA 92665 (714) 637-3093 • (SCO) 924-7645 TO __ TH£ FOLLOWINIG WAS NOTED z 5 t A KC,,, i *3rL A A cy-fv Harrmpton \jeotflchmcal , Inc. 1938 North Batavia Street, Suite N, Orange, CA 92665 (714) 637-3093 • (800) 924-7645 THE FOLLOWING WAS NOTED DATE PROJEOJECT K\ LOCATION CONTBACTOR ( /Ifi. WEATHER ^ PRESENT AT SITE "3 u JOB NO OWNER i TEMP og, °at AM PM \\ \ A yc f A <N -•^.-^ vr«"-. _L c. v\ r I M^IM G /C JC '/! ^£_- ^ W VTv A A ll Uj IL€S , IMC . wioi W^HIMGTOM, DC cOTeCHNIGI!. ONSTRUCTION ONSULT/HIT? 'J N8 W22350 JOHNSON ROAD SUITE A1/WAUKESHA, Wl 53186/414-544-01 18/FAX 414-5^9-5868 >C 4875 EAST LA PALMA AVENUE SUITE 607/ANAHElM, CA 92807/71 4-779-0052/FAX 714 779-0068 D 12240 INDIAN CREEK COURT, SUITE 105/BELTSVILLE, MD 20705-1 242/301 -21 0-1 21 2/FAX 301-210-1215 DAILY FIELD MONITORING REPORT PROJECT CLIENT TYPE OF FIELD MONITORING ( C -•Or GEA REPORT NO .NSPECT.ON g WEATHER FIELD TECHNICIAN /ENGINEER >»r i s^0 COMMENTS/RECOMMENDATIONS Mr. f <•/<: J LA/f f 4 L- I i /, f • I ' t\i*i s fj * <, C • i / i ,< c o ts\ o. ~ i ou« e e* G\*-- e. ) 5 -f «« •(~l '//.'- -/^ c *,-/ U" ! V </ of ^ ^ Iw/' <• i >lri cc REVIEWING ENGINEER _ Rssocwes,inc. W! LO? rfNGeieS, a WASHINGTON, DC C PliONDUCTION ilTeBMLf C N8 W22350 JOHNSON ROAD SUITE A1/WAUKESHA Wl 531 86/41 4-544-01 18/FAX 414-549-5868 X 4875 EAST LA PA.LMA AVENUE SUITE 607/ANAHEIM, CA 92807/71 4-779-0052/FAX 714-779-0068 D 12240 INDIAN CREEK COURT, SUITE 105/BELTSV1LLE, MD 20705-1 242/301 -21 0-1 21 2/F AX 301-210-1215 DAILY FIELD MONITORING REPORT PROJECT CLIENT TYPE OF FIELD MONITORING QEA REPORT NO CA INSPECTION A J2O~2oooDATE n WEATHER FIELD TECHNICIAN /ENGINEER i Ob. I COMMENTS/RECOMMENDATIONS \ «« "ft-crf ^ •ffe.-eTtT. IT J « d /£. <J<y*^ A^ IS7«<k*$ '<*i (rtMiJH/i. CO/t/^A p*,^ -T.o<rt->*tfS 0,1* &"4 I**s3 ?^Vu«t-<4 ^jfiK^^C cc CHMC* l?<ncl»*A d«r/>. 7^*^ -fos'/rt,^ dc* -fowt%d««! tvH^i'** ftKe^i^ pUt^c^ 5-)»wduffc\ c<J*v*«t-Jc«* 4.H 5*" I "^^^ ««*•« 1V*~!*3 ^x W -f\«U •< «• C^ *.'• c'- c.*^ siw^.t-*,* 4 R£VlEW(NG ^ffitd'^y ««•//- v/ /'t? Toi "f^«« p/e^orJ' REVIEWiNQ t ENQINgER. (jILES ENGINEERING ASSOCIATES, INC. -GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS- D N8 W22350 JOHNSON ROAD, SUJTE Al / WAUKESHA. WI 53186/(414)544-0118/FAX (414)549-5868 D 4801 VOCES ROAD / MADISON, WI 53704 / (608) 838-9708 / FAX (608) 838-3194 D 4875 EAST LAPALMA AVENUE, SUITE607/ ANAHEIM, CA 92807/(714)799-0052/FAX (714)799-0068 D 8300 OUILFOHD ROAD, SUITE F1 / COLUMBIA. MD 21046 / (410) 312-9950 / FAX (410) 312-9953 D 10722 NORTH STEMMONS FREEWAY / DALLAS, TX 75220 / (214) 358-5885 / FAX (214) 358-5884 • 19019 3STH AVENUE WEST, SUITE O / LYNNWOOD, WA 98036 / (206) 771-5775 / FAX (206) 771-5775 DAILY FIELD MONITORING REPORT CLIENT- K'nder&se PROJECT- ^/\^ferC^re DATE. ^ - 1% ^QO PROJECT NO.' WEATHER: + bSfW HELD HEP.: COMMENTS / RECOMMENDATIONS - - I '( REVIEWING ENGINEER / #r ~7tOOfiM r' I "/' '( * J I /- >j i. - V^c-/- /- ' t*1 -i- ' -\ . - f ft^A^nf.^ Tt r>. 'CS ' iS)fj. '• £ ENGINEERING ASSOCIATES, INC. -GEOTECHNICAL. ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS- O N8W22350 JOHNSON ROAD, SUITE Al / WAUKE3HA, WI 53186,' (414) 5444118,' FAX (414)549-5868 D 4801 VOCES ROAD/MADISON, WI 537C4/(608)838-9708 /FAX (608)838-3194 a 487JEASTLAPAlA{AAVENfUE,SUrrc«07/ANAHElM,CA 92807/(714)799-0052/FAX (714)799-0068 D 8300 GUILFGRD ROAD, SUITE Fl / COf<UMBiA, MD 21046 / (410) 312-9950 / FAX (410) 312-9955 a 10722 NORTH STEMMONS FREE WAY/ DALLAS, TX 75220 / (214) 358-5885/FAX (214)358-5884 • 19019 36TH AVENUE WEST, SUITE O / LYNNWOOD, WA98036 /(M6) 771-5775 / FAX (206) 771-5775 DAILY FIELD MONITORING REPORT CLIENT. K\ni*CrC0f£ PROJECT- /o DATE ~~ PROJECT NO.: WEATHER. C.C01 I fo t f£b 4 FIELD REP..: ~ferfy COMMENTS / RECOMMENDATIONS r c* ^ «*-.7:°* -fhoc.lt: fit I 'X s-f-or^ 4*+ari*-m <W Are * j ^ ^ REVIEWING ENGJNEER «X stural anginters 23682 birtcfw drive lake forest, ea. 02<5»0 Fax Cover Sheet DATE: ^/#£>/£0 TIME: TO: Z>£?,V PMONfi: £ ) FAX: ( )3<Jf577- FR06«: OT^. LffctcWr PHONE: (949)770-9937 & LSSCola FAX: (S4S) 770-9542 CC: Number of page® including cover sheet: Message fo® f>U&&7tff£, $&W I* £3/24/2888 13:01 7148691411 KMHIMQTO ARCHITECTS es tt'4 60 d 0881 SB SfiBI fi jr~~ S Si 7W66914U KtSHIMJTO PACE 07 on j r;/. ) OOF FRAMING PLAN BCAiX. NORTH 5 I •I lfl*l» .* EsGil Corporation In 'Partnership with government for 'BuiCding Safely DATE February 9, 2000 JURISDICTION Carlsbad PLAN CHECK NO 99-4287 SET III PROJECT ADDRESS 120O Plum Tree Rd. PROJECT NAME KinderCare Learning Centers, Inc. APPLICANT a PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff Note Plans hand-carried to the City by the applicant The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed [X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Nancy Trudeau Telephone # Date contacted 2/9/00 (by kc) Fax # Mail Telephone Fax In Person REMARKS The designer stated that the city would not require truss calculation to be submitted at this time Please verify By Kurt Culver for S. Azuela Esgil Corporationn GA n MB n EJ n PC Enclosures log trnsmtl do 9320 Chesapeake Dme, Suite 208 * San Diego. California 92123 4 (858)560-1468 * Fax (S5S) 560-1576 EsGii Corporation In fartnersHtp with government for 'Bu.iCdmg Safety DATE January 14, 2OOO OAEEggANT JURISDICTION Carlsbad CTPTEFTREVIEWER Q FILE PLAN CHECK NO 99-4287 SET II PROJECT ADDRESS 1200 Plum Tree Rd. PROJECT NAME KinderCare Learning Centers, Inc. ] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes | | The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck | | The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Nancy Trudeau 23832 Rockfield Blvd , Suite 255, Lake Forest, CA 92630 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation fj GA fj MB ^ EJ D PC 1/4 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 +• Fax (858) 560-1576 Carlsbad 99-4287 II January 14, 2OOO RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1200 Plum Tree Rd. DATE PLAN RECEIVED BY ESGIL CORPORATION 1/4 REVIEWED BY Sergio Azuela PLAN CHECK NO 99-4287 SET II DATE RECHECK COMPLETED January 14, 2OOO FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law A Please make all corrections on the original tracings and submit new sets of prints to Esgil Corp or to the bldg dept of the juris See correction # 1 on the next page B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad 99-4287 II January 14, 200O 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 ADA plans shall be sealed and signed by the architect of record 5 Applicant shall provide a "Special Inspection Program" to the Building Official The Building Department will resolve this correction. 19 Rooms with 10 or more occupants may have one exit through one adjoining room Revise exits to comply Section 1004 2 2 Rooms 112 and 113. Correction response indicates that these rooms are one room. However the plans are shown two rooms if the applicant is proposing that these two rooms to be considered as one room, plans shall clearly show that the wall between these room is at least 1/2 of the common wall must be open and have an opening not less than 25 so. ft., nor one tenth of the floor area of the interior room, 23 Exit signs are required whenever two exits are required Show all required exit sign locations Section 1003 282 Exit signs are missing for the second exit at rooms: 107 to 109,111 (111and 112 missing tow exit signs) to 113,115, 117,120, 124, 128 & 132. See comment to correction 19 above. 27 Please show on plans that window B at room 135 is safety glass Carlsbad 99-4287 II January 14, 200O 29 The following corrections are the remaining corrections from the original Disabled Access Review List DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • SANITARY FACILITIES 12 Clearly identify on plans the following rooms as Room 106-Unisex Room 123 - Men (or Women) Room 122 - Women (or Men) • COUNTERS AND TABLES 23 Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible Section 1122B 1 24 The tops of tables and counters shall be 28" to 34" from the floor Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high Section 1122B 4 30 The required Letter from the soils engineer was not provided Original correction is still applicable See original correction list 32 Provide truss details and truss calculations for this project Specify on the plans the truss identification numbers The City prior to the approval of the plans shall authorize deferred submittal for trusses. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation Thank you PLUMBING (1997 UNIFORM PLUMBING CODE) 47 The "junior" water closets are shown installed in the "2's" and "toddlers" areas The UPC requires water closets to be a suitable height for children under 6 years of age Standard size water closets are shown for areas described as "twos", "threes", and "fours" Review UPC 409 1 and justify the use of standard size water closets or revise the plans Carlsbad 99-4287 II January 14, 200O 48 An indirect waste receptor must be accessible How ate the floor sinks installed in the mechanical closets "accessible'"? Mechanical units, including the return air platforms will render the floor sinks inaccessible, especially with the layouts shown on the mechanical and plumbing plans Revise the equipment layouts or include a highly visible note on both the plumbing and mechanical plans detailing the accessibility of the floor sinks in the mechanical closets 49 Show P & T valve on water heater and detail dram line route from P & T valve to the exterior UPC Section 608 5 The water heater detail shows the T & P routed in an upward orientation, this orientation is further reinforced by the routing shown on the floorplans The listing of the T&P valve does not allow the waste pipe to be installed higher than the T & P valve Revise the routing and detail shown 50 The door to the water heater closet communicates with the exterior Please detail requirements on the door schedule The water heater is considered a "boiler" however, the room is not required to be separated from the remainder of the building per the exception in UBC 302 5 Is the door an exterior door, weather-stripped, etc ? MECHANICAL (1997 UNIFORM MECHANICAL CODE) 51 Is EF1 for the convection steamer, over, or both Provide manufacturer's installation instructions for both items detailing the requirement for exhaust ventilation and flue installation "Isabelle to provide the manufacturer's cut sheets" Cut sheets not provided. ENERGY CONSERVATION 52 The ENV-1 form must be signed by the envelope designer Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans EsGil Corporation In Partnership with government for "BuihCmg Safety DATE December 3, 1999 aAE£UCANT JURISDICTION Carlsbad O~PLANREVIEWER a FILE PLAN CHECK NO 99-4287 SET I PROJECT ADDRESS 1200 Plum Tree Rd. PROJECT NAME KinderCare Learning Centers, Inc. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XJ The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person XI The applicant's copy of the check list has been sent to Nancy Trudeau 23832 Rockfield Blvd , Suite 255, Lake Forest, CA 92630 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Sergio Azuela Enclosures Esgil Corporation D GA [X] MB [X] EJ [] PC 11/18 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 Carlsbad 99-4287 December 3, 1999 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO 99-4287 JURISDICTION Carlsbad OCCUPANCY E-3 USE Kmdergarden School TYPE OF CONSTRUCTION VN ACTUAL AREA 9,862 SF ALLOWABLE FLOOR AREA 27,300 SF STORIES 1 9 Ik X 3 (sprinklers) HEIGHT 17 FT SPRINKLERS'? YES OCCUPANT LOAD 225 REMARKS DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION 11/17/99 ESGIL CORPORATION 11/18 DATE INITIAL PLAN REVIEW PLAN REVIEWER Sergio Azuela COMPLETED December 3, 1999 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Code sections cited are based on the 1997 UBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i e . plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans Carlsbad 99-4287 December 3, 1999 • GENERAL 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • PLANS 2 All sheets of the plans 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 3 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 Sec 106 3 3 4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM REQUIRED-? REMARKS • SOILS COMPLIANCE PRIOR TO YES SOILS REPORT FOUNDATION INSPECTION • STRUCTURAL CONCRETE YES GRADE BEAMS OVER 2500 PSI Carlsbad 99-4287 December 3, 1999 5 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form • SITE PLAN 6 Provide a statement on the site plan stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan " 7 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 • FIRE-RESISTIVE CONSTRUCTION 8 Provide details of the one-hour fire-resistive construction Include wall assemblies 9 Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc Section 709 7 10 Smoke dampers shall be installed per Section 713 10 at all ducted or unducted air openings at penetrations of a) Occupancy separation walls 11 Fire dampers shall be installed per Section 713 11 at all ducted or unducted air openings at penetrations of a) Occupancy separation walls 12 Provide a note on the plans stating "Penetrations of fire-resistive walls, floor- ceilmgs and roof-ceilings shall be protected as required in UBC Sections 709 and 710" 13 Clearly label and identify on the plans the occupancy separation walls, along with their hourly ratings Section 106 3 3 • INTERIOR WALL AND CEILING FINISHES 14 Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 8-B " • OCCUPANCY SEPARATION 15 A one-hour occupancy separation is required between the E-3 occupancy and the B occupancy (Kitchen) Table 3-B, Section 302 2 (See exceptions in Section 302) Carlsbad 99-4287 December 3, 1999 16 Provide one-hour fire-resistive door assemblies in the one-hour occupancy separation Section 302 3 17 Steel electrical outlet boxes at occupancy separation walls shall not exceed sixteen square inches, shall not exceed one hundred square inches per one hundred square feet of wall, and shall be separated by a horizontal distance of twenty-four inches when on opposite sides of a wall Section 709 7 18 Ducts penetrating occupancy separations must have smoke and fire dampers Sections 713 10 and 713 11 • EXITS 19 Rooms with 10 or more occupants may have one exit through one adjoining room Revise exits to comply Section 1004 2 2 Rooms 112 and 113. 20 Exit doors from Group E occupancies shall not be provided with a latch or lock unless it is panic hardware Section 1007 21 All doors and gates, within the exit path from Group E occupancies to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware Section 1003 322 22 When additional doors are provided for egress purposes, they shall conform to the width, swing and hardware provisions in Chapter 10 Section 1003 311 • EXIT SIGNS 23 Exit signs are required whenever two exits are required Show all required exit sign locations Section 1003 282 Exit signs are missing for the second exit at rooms- 107 to 109,111 (111and 112 missing tow exit signs) to 113, 115, 117, 120, 124, 128 & 132 24 Show two sources of power for the lamps at exit signs Section 1003 285 25 Show that exits are lighted with at least one foot candle at floor level Section 1003292 • ROOFS 26 Specify on the plans the following information for the roof materials, per Section 10633 a) Manufacturer's name b) Product name/number c) ICBO approval number, or equal Carlsbad 99-4287 December 3, 1999 • GLASS AND GLAZING 27 Glazing in the following locations should be of safety glazing material in accordance with Section 2406 4 (see exceptions) a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface Clearly show it on plans for the following windows: window adjacent to door 1 @ Reception 101, window A at room 117, window C at room 121 and window A at room 128. • MISCELLANEOUS LIFE/SAFETY 28 Note on the plans that suspended ceilings shall comply with UBC Tables 25-A and 16-O • TITLE 24 DISABLED ACCESS 29 Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List Disabled access requirements may be more restrictive than the UBC • FOUNDATION 30 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 (required by the soil report - UNDER General Comments Appendix E) • STRUCTURAL 31 In Seismic Zone 4, aspect ratios are limited to 2 1 for wood shear panels Table 23-ll-G Clearly show it on plans for the walls that have less than 4' width 32 Provide truss details and truss calculations for this project Specify on the plans the truss identification numbers 33 Per UBC Section 2321 4, provide the following note on the plans if trusses are used "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord a) Identity of the company manufacturing the truss b) The design load c) The spacing of the trusses " Carlsbad 99-4287 December 3, 1999 • ADDITIONAL 34 See attached lists for electrical, mechanical, plumbing and energy corrections + CARLSBAD SPECIAL CODE REQUIREMENTS 35 Roof coverings shall be Class A To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans Have changes been made to the plans not resulting from this correction list? Please indicate Q Yes a No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation Thank you * ELECTRICAL PLAN REVIEW + 1996 NEC * PLAN REVIEWER. MORTEZA BEHESHTI 36 Show the proper clearances "in front of panelboard "C" The can rack is mobile, the wire racks are not, however both infringe upon the "readily accessible" requirement for overcurrent devices NEC 240-24(a) 37 Rebar and ground rods, are not acceptable grounding electrodes in the City of Carlsbad, for commercial applications Please specify "UFER" ground, and describe footage, conductor material / size, and depth in footing 38 Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits 39 Specify the wire type (AL or CU) and insulation (le THWN) NEC 310 40 Specify mounting height of the receptacle outlets in the child care areas Carlsbad 99-4287 December 3, 1999 41 Submit load calculations Include long continuous loads (LCL) and the largest motor loads NEC 220 42 Indicate mam service size (amperage rating) and the total load demand on the service 43 Specify the wiring method you intend to use for this project (i e , EMT, Metal Flex, NMC etc ) NEC 110-3(a) and (b) 44 Provide GFI protected receptacle(s) within 25 feet of HVAC equipment NEC 210-8(b)2&210-63 45 Please change the NEC code cycle references to 1996 46 Not a code item You may consider providing for "tamper proof receptacle outlets Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at (619) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1997 UNIFORM PLUMBING CODE) 47 The "junior" water closets are shown installed in the "2's" and "toddlers" areas The UPC requires water closets to be a suitable height for children under 6 years of age Please address 48 An indirect waste receptor must be accessible How ate the floor sinks installed in the mechanical closets "accessible1"? 49 Show that water heater is adequately braced to resist seismic forces Provide two straps One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank UPC, Section 510 5 50 Show P & T valve on water heater and detail dram line route from P & T valve to the exterior UPC Section 608 5 51 Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code, Section 507 0 Specify the size required for the combustion air ducts shown on the mechanical plans Carlsbad 99-4287 December 3, 1999 52 The door to the water heater closet communicates with the exterior Please detail requirements on the door schedule The water heater is considered a "boiler" however, the room is not required to be separated from the remainder of the building per the exception in UBC 302 5 53 Fuel burning water heater shall not be installed in a bedroom, bathroom, or a clothes closet, or in a closet or other confined space opening into bathroom or bedroom UPC, Section 509 0 54 Detail how floor dram trap seal is to be maintained UPC Section 1007 0 How are the floor sinks installed in the mechanical closets "primed 55 Pot sinks, scullery sinks, dishwashing sinks silverware sinks, dishwashing machines, silverware-washing machines and other similar fixtures shall be connected directly to the drainage system A floor dram shall be provided adjacent to the fixture, and the fixture shall be connected on the sewer side of the floor dram trap, provide that no other drainage line is connected between the floor dram waste connection and the fixture dram The fixture and floor dram shall be trapped and vented as required by this Code UPC, Section 704 3 56 Show compliance with UPC 413 6 "Food Service Establishments" Food service establishments wit an occupant load of 100 or more shall be provided with separate facilities for employees and customers Customer and employee facilities may be combined for occupant loads less than 100 MECHANICAL (1997 UNIFORM MECHANICAL CODE) 57 Is EF1 for the convection steamer, over, or both Provide manufacturer's installation instructions for both items detailing the requirement for exhaust ventilation and flue installation 58 How is "make-up" air provided for operation of the electric dryer'? UMC, Section 9082 ENERGY CONSERVATION 59 As of July 1, 1999 the new 1998 Energy Standards must be used Not the 1995 Energy Standards Revise the lighting forms to comply 60 Provide plans, calculations and worksheets to show compliance with current energy standards The energy packet was not provided A complete plan check will be made after submittal of the complete packet 61 On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design Carlsbad 99-4287 December 3, 1999 62 The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans 63 Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist" 64 The ENV-1 form, Part 2 of 2 must be imprinted upon the plans 65 Complete energy plan check will be done when complete corrected energy designs are provided Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468 To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24 Per Section 1011711, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities NOTE All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24 SITE PLAN REQUIREMENTS Clearly show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 1127B 1 Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and handrails, etc Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117B 5 7 and 1127B3 DISABLED ACCESS PARKING SPACES Cross-reference ADA details and notes to the site or civil plans Carlsbad 99-4287 December 3, 1999 • CURB RAMPS Revise plans to show that curb ramps shall be constructed at each corner of a street intersection or where a pedestrian way crosses a curb, per Section 1127B51 ENTRANCES AND CIRCULATION 4 Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1133B 1 5 Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way, per Section 1114B 1 2 DOORS 6 Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1133B 2 5 1 a) Is to be centered >30" but <44" above floor b) Latching, or locking, doors in a path of travel are operated with a single effort by i) Lever type hardware n) Panic bars IN) Push-pull activating bars iv) Or other hardware designed to provide passage without the requirement to grasp the hardware 7 Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B 243 a) >18" at interior conditions Clearly show it on plans for doors 24, 44 and 43. 8 Revise plans to show that the space between two consecutive door openings in a vestibule, which serves spaces other than a required exit stairway a) Doors in series shall swing either i) In the same direction n) Away from the space between the doors in) Show it on plans for doors: 18 and 19. Carlsbad 99-4287 December 3, 1999 • SANITARY FACILITIES 9 Sanitary facilities are required to be accessible 10 Where facilities are to be used solely by children, the specific heights may be adjusted to meet their accessibility needs, per Section 1115B 3 11 Revise plans to show that passageways leading to sanitary facilities have required clear access widths, per Section 1115B 4 Show that all doorways have a) A clear area i) >60" in the direction of the door swing n) >44" away from the direction of door swing 12 Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B 5, as follows a) An equilateral triangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms b) A circle %" thick, 12" in diameter at women's rest rooms c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms d) The required symbols shall be centered on the door at a height of 60" e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B59 MULTIPLE ACCOMMODATION SANITARY FACILITIES 13 Show that the accessible rest room is to be provided with either a) A 60" minimum diameter clear space measured from the floor to a height of 27" b) A clear space 56" x 63" in size NOTE Doors other than the door to the accessible toilet compartment in any position may encroach into this space by not more than 12 inches, per Section 1115B71 1 14 Revise plans to show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B 7 1 2 a) >28" clear space from a fixture (or >32" clear space from a wall) at one side b) Clear space in front of the water closet shall be i) >48" if the compartment has a end opening door n) >60" is required for side opening doors Carlsbad 99-4287 December 3, 1999 c) Grab bars shall not project more than 3" into the clear spaces indicated • SINGLE ACCOMMODATION FACILITIES 15 Revise plans to show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B 7 2 The space is required to be a) >60" diameter b) A T-shaped space as shown in Figure 11B-12(a) and (b) c) Doors are not permitted to encroach into this space by more than 12 inches 16 Show that the water closet is located in a space, per Section 1115B7 2, which provides a) A minimum side clearance of either i) >28" from a fixture n) >32" from a wall on one side b) >48" clear space in front of the water closet • RESTROOM FIXTURES AND ACCESSORIES 17 Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code a) The seat is to be >17" but <19" in height b) The controls for flush valves shall be i) Mounted on the side of the toilet area n) Be <44" above the floor 18 Show that accessible lavatories comply with the following, per Sections 1115B 9 1 and California Plumbing Code a) >30" x 48" clear space is provided in front for forward approach The clear space may include knee and toe space beneath the fixture b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall c) The counter top is <34" maximum above the floor d) >29" high, reducing to 27" at a point located 8" back from the front edge e) >9" high x 30" wide and 17" deep at the bottom f) Hot water pipes and dram lines are insulated Carlsbad 99-4287 December 3, 1999 19 Revise plans to show that grab bars comply with the following, per Section 1115B8 a) Grab bars shall be located on each side or one side and the back of the water closet stall or compartment b) They shall be securely attached 33" above the floor, and parallel NOTE Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36" c) Grab bars at the side shall be located i) 15" to 161/2" (±1") from the center line of the water closet stool n) Be >42" long with the front end positioned 24" in front of the stool in) Total length of bars at the back shall be >36" d) The diameter, or width, of the grab bar gripping surface is >1%" but <11/4", or the shape shall provide an equivalent gripping surface e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 11/2" f) Be designed to support 250# 20 Revise plans to show <40" height for a) The operable parts of at least 1, i) Paper towel dispenser n) Sanitary napkin dispenser in) Waste paper disposal iv) Other similar dispensing and/or disposal fixtures b) The bottom edge of mirrors • GENERAL ACCESSIBILITY REQUIREMENTS • SIGNAGE 21 Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille Section 1117B 5 22 Provide a note on the plans stating that the signage requirements of Section 1117B5will be satisfied ii • COUNTERS AND TABLES 23 Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible Section 1122B1 Carlsbad 99-4287 December 3, 1999 24 The tops of tables and counters shall be 28" to 34" from the floor Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high Section 1122B 4 . ALARMS 25 Per Section 1114B 1 1, when sprinkler or fire alarms are provided, they shall comply with the following a) Approved notification appliances for the hearing impaired shall be installed in accordance with the provisions of NFPA 72G in the following areas i) Restrooms n) Corridors in) Occupied rooms where ambient noise impairs hearing of the fire alarm iv) Lobbies v) Meeting rooms '• vi) Any other area for common use Section 3501 1, amendment to Section 6-4 5 26 Provide a note on the plans stating that the audible and visual alarms will comply with the provisions of NFPA 72G END OF DOCUMENT Carlsbad 99-4287 December 3, 1999 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION- PLAN CHECK NUMBER-OWNER'S NAME- I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect s Seal & Signature Here Signed 1. List of work requiring special inspection: G Soils Compliance Prior to Foundation Inspection G Field Welding G Structural Concrete Over 2500 PSI G High Strength Bolting G Prestressed Concrete G Expansion/Epoxy Anchors G Structural Masonry G Sprayed-On Fireproofmg G Designer Specified G Other 2 Name(s) of mdividual(s) or firm(s) responsible for the special inspections listed above1 A B C B C 3 Duties of the special inspectors for the work listed above A Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site Carlsbad 99-4287 December 3, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Sergio Azuela BUILDING ADDRESS 1200 Plum Tree Rd. BUILDING OCCUPANCY E-3 PLAN CHECK NO 99-4287 DATE December 3, 1999 Kindergarden School TYPE OF CONSTRUCTION VN BUILDING PORTION Kindergarten school Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA 1 VALUATION I VALUE (ft2) 1 MULTIPLIER || ($) 9,862 9,862 9,862 6400 360 1 80 631,168 35,503 17,751 684,422 n 199 UBC Building Permit Fee [X] Bldg Permit Fee by ordinance $ 2,57145 n 199 UBC Plan Check Fee [X] Plan Check Fee by ordinance $1,67144 Type of Review [X] Complete Review Q Structural Only G Hourly fj Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 1,337 15 Comments Sheet 1 of 1 macvalue doc 5196 City of Carlsbad Public Works — Engineering DATE BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB BUILDING ADDRESS p,t>Q PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER L~ /VO - /r V—*9 3 ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build LA Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please see^the/attached report of deficiencies marked wi(h_pxlvlake necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By Date By FOR OFFICIAL USE ONLY RING AUTHORIZATION TO ISSUE BUILDING PERMIT // sC\ y/ Date n n D n ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist _! Future Improvement Agreement C Grading Permit Application '•— Grading Submittal Checklist Li Right-of-Way Permit Application "~\ Right-of-Way Permit Submittal Checklist ~" and Information Sheet LJ Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 2075 Las Palmas Dr , Carlsbad, CA 92009 Phone (619) 438-1161, ext 4374 Parcel Map No CFD INFORMATION 3 3 I 0 Recordation Carlsbad Tract A-4 V.LASPALI Rei/ BI3iS,(760) 438-1161 • FAX (760) 431-5769 BUILDING PLANCHECK CHECKLIST oND/ Q SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures C Existing Street Improvements 2 Show on site plan B D Property Lines E Easements F Right-of-Way Width & Adjacent Streets G Driveway widths Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION & ° DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No ?ro 4b All conditions are in compliance Date \\LASPALMA5\SYS\LIBRARY\ENG\WORD\UOCS\CHKLST\BuTWing Plancheck CMst BP0001 Form KF doc Rev 9/3/S7 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 3RD/ Q 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows 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 All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS Q Q 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date Q Q 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows KLASPAtMAS\SYS\LIBRARY\ENG\WORD\DOCS\CHKUST\Building Plancheck Cklst BP0001 Form KF doc Rev 9/3/97 BUILDING PLANCHECK CHECKLIST st/ nd/ ord/ Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by __ Date _ Q Q Q 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date Q Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) Q Q Q 7d No Grading Permit required Q Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS Q Q 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tiemg into public storm dram, sewer and water utilities Right-of-Way permit required for \\LASPALMAS\SYS\LIBRARY\ENG\wORD\DOCS\CHKLSTBuiWing Plancheck Cklsl BP0001 Form KF doc Rev 9/3/97 BUILDING PLANCHECK CHECKLIST A st/ pnd/ ord/ Q Q Q 9 A SEWER PERMIT is required concurrent with the building permit issuance The fee is noted in the fees section on the following page Q Q Q 10 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 153, for assistance Industrial Waste permit accepted by Date Q Q Q 11 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first Q 12 SfRequired fees are attached Q No fees required Q Q Q 13 Local Facilities Management Zone Transportation Fee Agmt Signed Q Q Q 14 Additional Comments: H \WORD.DOCS':CHKLST>.Buildmg Plancheck Cklsl BP0001 Form KF doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on buildma plancheck plan submittal Bldg. Permit No. Checked by: Address. /e2(TO Prepared by EDU CALCULATIONS: List types and square footages for all uses. Types of Usk-^dUf L.OA t, Sq. Ft /Units: tr Types of Use. Sq. Ft /Units Date. APT CALCULATIONS: List types and square footages for all uses. Types of (JseGCUA IthSiS Sq. Ft./Units: Types of Use:Sq. Ft./Units: EDU's- EDU's- ADT's: ADT's- FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1. reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: X NO. UNITS- D 2 TRAFFIC IMPACT FEE ADT's/UNITS _£>-> ?^ s X ZONE TRANSPORTATION ADT'S J D D 3 BRIDGE AND THOROUGHFARE FEE ADT's/UNITS. 4 FACILITIES MANAGEMENT FEE UNIT/SQ.FT (DIST. X ZONE- X FEE/ADT <-P-3 =$ /£,&'(?'• b^i^X$10 = $ £>^>3~€> #1 DIST #2 DIST #3-). ) FEE/ADT = $ I^A- j^ ^>4 *2,o h M- ^r FEE/SQ FT AJNIT = $ & D 5 SEWER FEE PERMIT No EDU's BENEFIT AREA EDU's D G. SEWER LATERAL I $2,500) D 7 DRAINAGE FEES PLDA_ ACRES. X FEE/EDU DRAINAGE BASIN X FEE/EDU C ^ HIGH = $. I r FEE/AC TOTAL OF ABOVE FEES* $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. CA \ i- (N £u 3Q. D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN "7 Address 12.oft PUlfrv TVfe I2d Barbara Kennedy Phone (760)438-1 161, extension Mfc2.fr 4'1£rG - 5*4^ ^03 _ . Type of Project & Use gtu Net Project Density DU/AC. Zoning fcD^H- Q General Plan RiH Facilities Management Zone CFD (in/out) #_ Circle One .Date of participation Remaining net dev acres (For non-residential development Type of land used created by this permit ) Legend"Item Complete Environmental Review Required <i DATE OF COMPLETION IV-K Item Incomplete - Needs your action YES y NO 'TYPE \ Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval 'Sobw^ aAA'\ q/ULlu'v's QA l)t>r.AS" ' - - Discretionary Action Required.YES y NO TYPE APPROVAL/RESO NO 47^411^4/13, DATE l-t^-oo PROJECT NO SPP OTHER RELATED CASES. Compliance with conditions or approval7 If not, state conditions which require action ^ fl(% Conditions of Approval /• v 1 Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES X CA Coastal Commission Authority7 YES NO_ NO If California Coastal Commission Authority Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1 725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt) &4.u.f<.ci. Coastal Permit Determination Form already completed7 YES y If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log #. • Follow-Up Actions. 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required: YES _ (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) NO V Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan: 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines 2 Provide legal description of property and assessor's parcel number D D D Zoning: 1 Setbacks: Front jUA«AUc(U.j|2<!. Required Interior Side/P^r Required Street Side plu^ TV« ^-Required Rear Required 2 Accessory structure setbacks. _ ' _Front- Required Interior Side Required Street Side1 Required Rear. Required Structure separation. Required 3 Lot Coverage Required 2o' Shown 6)^ 10' \# Shown 55' of ^r<r&. Shown SS' Shown lO/£v K°. & Shown "^ Shown Shown Shown Shown (-lOYn WAV Shown \3..^\f0 4 Height Required 5 Parking: Spaces Required Guest Spaces Required Additional Comments.(/£f Shown Q3il- |o" «T Shown 42- Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 'R DATE FEB-10-00 10 29 FROM HILDING KIPNIS LYON KELLY ID B19 623 9114 PAGE 2/4 RECORDING IOSQUESTED BY: ^"Sfett'S £% FIDELITY NATIONAL TITLE WCUHENT I*M£R 2000-0051092w miiiuniAi* ii IL,fc AND WHEN RECORDED MAIL TO: g$ D^gg Qjj|flY RECORDER'S OFFICE Michael E. Lyon, Esq. Htldmg Kipnis Lyon & Kelly The Aventine, Suite 220 8910 University Center Lane San Diego, California 92122-1085 CV MAIL TAX STATEMENTS TO: KinderCare Real Estate Corp. c/o KinderCare Learning Centers, Inc. $50 NE HoUaday Street, Suite 1400 Portland, Oregon 97232 Attention: Legal Department Documentary Transfer Tax: SEE ATTACHED STATEMENT OF TAX DUE Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at tune of sale. SEE ATTACHED_AFHDAVIT Signature of Declarant or Agent determining tax. - Firm Name A P. #214-544-03 GRANT DEED The undersigned grantor declares: FOR A VALUABLE CONSIDERATION, the receipt and sufficiency of which is hereby acknowledged, SAMBI SEASIDE HEIGHTS, LLC, a California limited liability company hereby GRANTS to. WILMINGTON TRUST COMPANY, NOT IN ITS INDIVIDUAL CAPACITY BUT SOLEY AS TRUSTEE OF THE KINDERCARE REALTY TRUST 1999, a Delaware Business Trust that certain real property in the City of Carlsbad, County of San Diego, State of California, described as follows: Lot 140 of Carlsbad Tract No. 92-02 Sambi Seaside Heights Unit 1, in die City of Carlsbad, Counry of San Diego, State of California, according to Map thereof No, 13378, filed m the Office of the Counry Recorder of San Diego County, December 9,1996, 2920lvl -1- FEB-10-00 10 30 FROM HILDING KIPNIS LYON KELLY ID 619 623 3114 PAGE 3/4 SUBJECT, HOWEVER, TO: 1 All easements, encumbrances, covenants, conditions, restrictions, reservations, nghts-of-way and other matters of whatever Rind and nature shown of record; and 2. iTigtaiiTnftgre of non-delmquent general and special real property taxes and assessments. Dared as of January O/. 2000. SAMBI SEASIDE HEIGHTS, LLC, a (California limited liability company STATE OF CALIFORNIA COUNTY OF Los Angeles On January 3[, 2000, before me, me undersigned, a notary public, personally appeared H- "TOsJf)VV2_V& _, personally known to fflye (or proveitme on me basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me mat he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signamre(s) ca the instrument the person(s), or the enory upon which the person(s) acted, executed the instrument. WITNESS my hand and official seal. of Notary Public Notary Expiration Date: LfANA MUNDEN COMM. #1192132NOTAfiv PUBLIC - CALIFORNIA LOS ANGELES COUNTY MyCairm expires Aug 3,2002 p [SEAL] 29201vl -2- FEB-10-00 10 30 FROM HILDING KIPNIS LYON KELLY ID 619 623 3114 PAGE 4/4 STATEMENT OF TAX DUE AND REQUEST THAT TAX DECLARATION NOT BE MADE PART OF THE PERMANENT RECORD IN THE OFFICE OF THE COUNTY RECORDER (Pursuant to Section 11932 R &. T Code, as amended) TO: Registrar-Recorder of the County of San Diego Request is hereby made in accordance with the provisions of the Documentary Transfer Tax Act that the amount of tax due not be shown on the original document which names SAMBI SEASIDE HEIGHTS, LLC, a California limited liability company and KINDERCARE REAL ESTATE CORP., a Delaware corporation The property described in the accompanying document is located in the City of Carlsbad, County of San Diego, State of California, The amount of tax due on the accompanying document is $946.00 Computed on full value of property conveyed. SAMBI SEASIDE HEIGHTS, LLC, a California limited liability company By: Name: jba.. ™e: _ Me*- Lei. /"iZy^fu^r. fa*jr* SHJC. 2920IvI -3- 02-D7-00 04 27PM FROM-STOEL RIVES 503-220-2480 T-J74 P 02/13 F-790 Return Address: Sioe) Hives L L.P. 900 SW Fifth Ave., Sum 2600 PonJsnd, Oregon 9704-1268 Att'n, David W Green Grantor: 1. LIMITED o ATTOREY (Carlsbad, California) WILMINGTON TRUST COMPANY, a Delaware corporation, not in us individual capacity, bw solely as Trustee under THE KINDERCARE REALTY TRUST 1999, a Delaware business trust THE KINDERCARE REALTY TRUST 1999, a Delaware business trust KINDERCARE LEARNING CENTERS, INC., a Delaware corporation Tax PARCEL AND CODE Numbers; PARCEL 214-544-03-00, CODE 09157 Symheoc tcue FiMocmg F«cdHy Limited Po*cr of Anomey 002895440022 - Wilmington Tnm CffmT^nv 02-07-00 0427PM FROM-STOEL RIVES 503-220-2480 T-774 P 03/13 F-790 Recordation requested by. Sioel Rives ^ After recordation return to: Stoel Rives Attention, David W. Green 2600 Standard Insurance Center 900 SW Fifth Avenue Portland, OR 97204-1268 (Space above this line for Recorder's use) LIMITED POWER OF ATTORNEY (Carlsbad, California) WILMINGTON TRUST COMPANY, a Delaware corporation, not in its individual capacity, but solely as Trustee under THE KINDERCARE REALTY TRUST 1999, a Delaware business trust (such corporation and business trust are referred to below, individually and collectively, as the "Iny&eg") is the fee owner of certain real property described on the attached Exhibit A (the "jYopeyfY"). It is anticipated that the Property may be developed, or further developed, by KJNDERCARE LEARNING CENTERS, INC., a Delaware corporation rpfoderCgry"}, acting as construction agent for Trustee, and that the Properly will be leased by Trustee to KinderCare in connection with a synthetic lease financing arrangement between the parties, pursuant to a Lease, Security Agreement and Financing Agreement, dated September 2, 1999 as supplemented (the "Syiffheflc Leasfe"). Pursuant to Section 30. 14 of (he Synthetic Lease, Trustee has agreed to provide a Limited Power of Attorney to KinderCare NOW, THEREFORE, for value received, and in consideration of the mutual covenants set forth in this Limited Power of Attorney (the "£&£&"), Trustee does hereby make, constitute and appoint KinderCare as its true and lawful attorney in fact for it and in its name, place and stead and for its use and benefit to do, execute and deliver, as applicable, as fully as it could do if personally present, on behalf of Trustee, to do the following (a) the granting of easements, licenses, rigbts-of-way and other rights and privileges in the nature of easements reasonably necessary or desirable for the construction, use, repair, renovation or maintenance of the Property; (b) the release of existing easements or other rights in the nature of easements which are for the KmdnCut - Tfce Chase Manhaoan Bank - Wilmington Trust Company Syffltmic Lease Financing Facility Unwed Power of Auonvy_ Poninal-20lfl!56 1 002895+40(82 -2- 02-07-00 0427PM FROM-STOEL R,VES 503.22Q_248D benefit of the Propeny, CO the dedication or transfer of unimproved pomons of the Property for road, highway or other public purposes, (d) the execution of petitions to have the Propeny annexed to any municipal corporation or uuUry district; (e) the execution of closing statements and affidavits required by municipal, county or state authorities to add the name of Trustee to the tax rolls and/or to confirm information about the Propeny and its conveyance to Trustee (such as ihe idemuy of the parties and consideration far the transfer), and (f) the execution of amendments to any covenants and restrictions affecting the Property. Trustee further gives and grants unto its said attorney in fact full power and authority to do and perform every act necessary and proper to be done in the exercise of any of me powers contained herein as fully as Trustee might or could do if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that its said attorney shall lawfully do or cause to be done by virtue hereof, including (without limitation) the execution and delivery of all documents incidental or necessary for the purpose of carrying out the transactions described above This Power is granted for a penod ending on February 13,2004. Executed under ieal on this <53 day of November, 1999 PSO MORE TEXT ON THIS PAGE] - TJw Ctouc Manhattan Bade - WOmingwn Tnwt Company Synthetic Leas* Financing Facility Limited Power of Anoreey PwJWl-2016756 1 002895*00022 -3- 02-07-00 04 27PM FROM-STOEL RIVES 503-220-2480 T-774 P 05/13 F-780 Trustee;WILMINGTON TRUST COMPANY, a Delaware corporation, not in «s individual capacity, but solely as Trustee under THE KINDERCARE REALTY TRUST 1999, a Delaware business trust By: Name/Title,//..JQSEP1LB. FEIL Signed, sealed and delivered in the presence of ATTESTING WITNESS: Financial Services Officer Z.^^LtKla' Mary Kay Pupili Rnanoal Services Officer ACKNOWLEGMENT )ss _JU8ferntf.r STATE OF DELAWARE County of New Castle I, State aforesaid, do certify that known, this day appeared before me personally and did acknowledge that he or she did sign, sea! and deliver the foregoing instrument of his or her own free will and accord, for the purposes therein named and expressed, as the -jrundfrl Sard"^ O^MT °f WILMINGTON TRUST COMPANY, a Delaware corporation, on behalf of such corporation, not m its individual capacity, but solely as Trustee under THE KINDERCARE REALTY TRUST 1999, a Delaware business trust, on behalf of such business trust. publlc- resi<iu>g 'n »* County and 7 ^^o is personally to me JN WITNESS WHEREOF, I have hereunto s« roy and official seal, tha<?~x day of November, 1999 } Public for the State of _. My commission expires: / KATHER1NECJANNUZZIO - DELAWARE -4- My Commisston Expires Apr 29. 2000 02-Or-OO 04 28PM FROM-STOEL RIVES 503-220-2480 T-774 P 06/13 F-790 Trustee THE KINBERCARE REALTY TRUST 1999, a Delaware business trust By. WILMINGTON TRUST COMPANY, a Delaware corporation, not in its individual capacity, but solely as Trustee [SEAL] Name/Title Signed, sealed and delivered in the presence of ATTESTING WITNESS: Financial Services Office* fMary Kay Pupjllo Rnanoal Services Officer STATE OF DELAWARE County of New Castle ACKNOWLEDGMENT )ss. tKATHRRlNEC-JANNUZZlQ , Nomy p^ residing in the Counry and Siate aforesaid, do certify that _ JOSEPrj 6. FEIL _ , who is personally to me known, this day appeared before me personally and did acknowledge that he or she did sign, seal and deliver the foregoing instrument of his or her own free will and accord, for the purposes therein named and expressed, as we Financial Sao/tees Officer _ Of WILMINGTON TRUST COMPANY, a Delaware corporation, on behalf of such corporation, not m its individual capacity, but solely as Trustee under THE KJNDERCARE REALTY TRUST 1999, a Delaware business trust, on behalf of such business trust IN WITNESS WHEREOF, I have hereunto set ray and official seal, dws^^- day of November, ~ pom™ji-20i«7J6 1 oo28»wxxra Notry Public for die State of llejaware My comiwssion expires: / / KATHERINEC.JANNUZZIO NOTARY PUBLIC -DELAWARE -5- My Commission EwwesArr 02-07-00 0428PM FROM-STOEL RIVES 503-220-2480 T-774 P 07/13 F-790 EXHIBIT A Legal Description The real propeny described herein is more particularly described as follows- Lot 140 of Carlsbad Tract No. 92-02 Sarobi Seaside Heights Unit 1, m the Cjry of Carlsbad, County of San Diego, Slate of California, according 10 Map thereof No 13378, filed in (he office of ihe County Recorder of San D»ego Counry, December 9,1996. aoisn+axaz 02-07-DO D428PM FROM-STOEL RIVES Sunnlement to AeenCV Agreement This SUPPLEMENT TO AGENCY AGREEMENT, dated as of November 1999 (the "Supplement"), between WILMINGTON TRUST COMPANY, not in its individual capacity but solely as Trustee of THE KINDERCARE REALTY TRUST 1999, a Delaware business tnwt (the "JUssai"), and KINPERCARE LEARNING CENTERS, INC., a Delaware corporation ((he "gpfflftpicnor} Ager>t"). Capitalized terms used but not otherwise defined herein shall have the meanings given them in the Agency Agreement The Lessor and KINDERCARE LEARNING CENTERS, INC (the "Lessee") are pames to mat certain Lease dated as of September 2,1999 (as amended, supplemented or otherwise modified, the "Lsjsg"), pursuant to which the Lessee has agreed to lease certain properties from the Lessor (the "Properties"!. The Lessor and the Lessee are also panics to that certain Construction Agreement dated as of September 2,1999 (as amended, supplemented or otherwise modified, the "Construction Contact"), pursuant to which the Lessor has agreed, for the benefit of ihe Lessee, to cause the construction of the Improvements in accordance with the Plans and Specifications The Lessor and the Lessee are also pames to that certain Agency Agreement dated 45 of September 2, 1999 (as amended, supplemented or otherwise modified, the "Agency Agreement"), pursuant to which (i) the Lessor has appointed the Lessee as its sole and exclusive agent m connection with the acquisition of the Properties and construction of the Improvements in accordance with the Plans and Specifications and (u) the Lessee assumed the obligations of the Lessor under the Construction Contract. Subject to the terms and conditions of the Agency Agreement, the Lessor and the Construction Agent desire that the terms of the Agency Agreement apply to the Property described in Scheduje^ and wish to execute this Supplement to provide therefore NOW, THEREFORE, in consideration of the foregoing, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto covenant and agree as follows The Construction Agent agrees to act as Construction Agent and to perform the obligations of the Lessor under the Construction Agreement in connection with me completion of construction of the Improvements on the Property in accordance with the Plans and Specifications set form in Schedule 2 KINPBBCARB LEARNING CENTERS, INC /The Chase Maotemn Bank/Wilmington Trort Compaq? Symhenc Lease Financing {CidgbMi, Cabfonua) Uxpnflied. Q«<*« 25,1999 0028954-00022 -1- 02-07-00 Utm FPOM-STOEL 503.220.248Q Each of the Lessor and the Construcnon Agent acknowledge and agree thai the construction and development of die Property shall be governed by the tenns of the Agency Agreement The Budget relating 10 the construction and development of the Improvements on the Property is $2,653,189 This Supplement shall, upon its execution and delivery, constitute a pan of the Agency Agreement tNO MORE TEXT ON THIS PAGE] fUNDERCAftE LEARNING CENTERS, INC /The Ob* Manhattan Bank/Wilmington Trust Company Syndic*. Lease financing(Curjsbad, California) l~9tf printed January 5 2000 Portlndl-2016750 I U&ays+OOOK ~2- 02-07-00 04 29PM FROM-STOEL RIVES 503-220-2480 T-774 P 10/13 F-790 IN WITNESS WHEREOF, the panics hereto have caused this Supplement to be duly executed under seal and delivered by their proper and duly authorized officers as of the day and year first above written Signed, sealed and delivered in the presence of ATTESHNG-WITNESS; (W(Wnofficial Witness) KINPE EARNING [SEAL] NameT^uce A. Walters Title: Senior Vice President and Chief Development Officer JONDERCARE LEARNING CENTERS, INC /The Cbase Mudunan Bwdc/Wilnungbtt Trow Coropwy Synchcoc Lease Financing «Uf<)niiii) OciobcrW, 1999 02-07-00 0429PM FROM-STOEL RIVES S03.220.248Q WILMINGTON TRUST COMPANY, qotiniis individual capacity but solely as Trustee of THE KJNDERCABE REALTY TRUST 1999 By ^^ ^.y [SEAL] Name /.JOSEPH B. Signed, sealed and deUvered ' ^ncizl Services Officer in the presence of ATTESTING WITNESS^. £ &"Lt /lft**i \*dbtjLAsru Mary Kay Pupillo Financial Services Officer KJNDERCARE LEARNING CENTERS, INC /Die Chaw MaidwrnA Bank/WiJnungwn Trua Company Syrabcoc Lease Raancmg (Caristad, Cslifurow > Oc»ber25, 1999 02-07-00 0429PM FROM-STOEL RIVES 503-220-2480 T-T74 P 12/13 F-790 Sche4ule 1 10 Supplement of Proerty The real property described herein is more particularly described as follows: Lot 140 of Carlsbad Tract No. 92-02 Sarobi Seaside Heights Unit I , in the City of Carlsbad, Counry of San Diego, State of California, according to Map thereof No. 13378, filed in the office of the County Recorder of San Diego County, December 9, 1996 KJNDERCARE LEARNING CENTERS, INC /The Chase Manbwan Bwik/Wjtaungwo Tnist Company Synoptic U«c Financing (Carlsbad, Cahforuta) Ociober 35.1999 002895^00022 02-07-00 0429PM FMH-STDEL RIVES 503.22D.2480 M74 p I3/)3 F.79fl 2 o Sulement and Secifications See attached (for list or description of Plans and Specifications). KJNDERCARE LEARNING CENTERS INC-/Th« Chase Msnbanan Bank/WUmugnm T«si Company Symhcoc Lease Financwg <Cari«ta4, Calltarwa) Last pnined- Qcioba 25,1999 ooi8954-OOQ22 Carlsbad Fire Department 990445 2560 Orion Way Carlsbad, CA 92008 Plan Review Requirements Category: Date of Report 11/24/1999 Fire Prevention (760)931-2121 Building Plan Reviewed by Name Address City, State Kishimoto Architects 3002 DowAve Suite 106 Tustm CA 92780 Plan Checker Job Name Job Address Job # 990445 Kmdercare 1200 Plum Tree Rd Bldg # CB994287 Ste or Bldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FD Job# 1st 2nd 3rd 990445 FD File # Other Agency ID CITY OF CARLSBAD COMMUNITY FACILITIES DISTRICT NO 1 SPECIAL DEVELOPMENT TAX - ONE-TIME IMPROVEMENT AREA I (2 pages) VALID JULY 1, 1999 TO JUNE 3O, 20OO IMPROVEMENT AREA I (Page 1 of 2) TAX RATE FOR FISCAL YEAR 1999-00 I FORMATION OR ANNEXATION DATE || MAY 7, 1991 j FY 1993-94 j FY 1994-95 | FY 1995-96 | FY 1996-97 RESIDENTIAL DEVELOPED LAND USE NET DENSITY (0-15 DU/AC) NET DENSITY (1 51 TO 4 0 DU/AC) NET DENSITY (4 1 TO 8 0 DU/AC) NET DENSITY (8 1 TO 15 0 DU/AC) NET: DENSITY (15 1 TO 23 0 DU/AC) PERDU $4,303 2418 4,303 2418 2,716 1073 2,716 1073 2,716 1073 PERDU $4,457 1788 4,457 1788 2,813 2687 •2,813 2687 2,813 2687 PERDU $4,505 6743 L 4,505 6743 2,843 8780 2,843 8780- 2,843 8780 PERDU $4,505 6743 4,505 6743 2,843 878O 2,843 8780 2,843 8780 PERDU $4,510 1755 4,510 1755 2,846 7190 2,846 7190 2,846 7190 NON-RESIDENTIAL LAND USE - AUTO - GASOLINE AUTO - REPAIR & SALES AUTO CAR WASH BANK - WALK IN BANK - WITH DRIVE THRU BOWLING ALLEY CAMPGROUND CHURCH COMMERCIAL SHOPS COMMUNITY SHOPPING CENTER CONVENIENCE MARKET DISCOUNT STORE GOLF COURSE GROCERY STORE HEALTH CLUB HELIPORTS HOSPITAL CONVALESCENT HOSPITAL - GENERAL HOTEL - CONV FAC/COMM INDOOR SPORTS ARENA INDUSTRIAL COMMERCIAL BUSINESS PARK (NOTE 1) JUNIOR COLLEGE LIBRARY LUMBER/HARDWARE STORE MARINA MOTEL NEIGHBORHOOD SHOPPING CENTER OFFICE COMMERCIAL « 100,000 SF) OFFICE GOVERNMENT OFFICE - HIGH RISE OFFICE - MEDICAL OUTDOOR TENNIS COURT RACE TRACK REGIONAL SHOPPING CENTER RESORT HOTEL RESTAURANT FAST FOOD RESTAURANT QUALITY RESTAURANT - SIT DOWN S & L WALK IN S & L - WITH DRIVE THRU UNIVERSITY ALL OTHER COMMERCIAL USES NOT IDENTIFIED ABOVE ALL OTHER INDUSTRIAL USES NOT IDENTIFIED ABOVE (NOTE 2) PER SQ FT $8 710O 3 6623 6 7768 13 7792 19 3962 7 1205 188055 3 2112 3 1146 45537 29 3305 34582 3 2864 8 3556 3 1038 11 4165 2 5024 4 1671 3 7267 2 5024 2 2983 2 3520 4 5752 2 6527 15 9487 28890 6 9379 2 7494 3 1468 28675 2 5990 30 2219 5 4773 3 5978 2 4702 30 5656 70561 16 2923 5 9177 8 1515 2 4272 2 2983 1 8687 PER SOFT $90216 . ~ 3 7933 70193 14 2721 20 0900 7 3752 194782 3 3261 3 2260 47166 30 3797 3 5819 3 4040 8 6545 3 2148 11 8249 -2 5919 , 43161 3 8600 25919 2 3805 2 4362 4 7388 2 7476 16 5192 2 9924 7 1861 28478 3 2593 2 9701 2 6920 31 303O 5 6733 3 7266 25585 31 6590 7 3085 16 8752 6 1293 8 4431 2 5140 2 3805 1 9356 PER SOFT " $9 1198 3 8346 7 0956 14 4274 20 3086 7 4555 19 6901 3 3623 3 2611 4 7679 3O 7103 - 3 6209 3 4410 8 7487 3 2498 11 9535 2 6201 43631 3 9020 2 6201 2 4064 2 4627 4-7904 2 7775 16 6989 3 0249 7 2643 ,_ 2 8787 3 2948 30024 2 7213 31 6436 5 7350 3 7671 25864 32 0035 7 3880 170588 6 1960 8 5350 2 5414 2 4064 1 9566 PER SQ FT $9 1198 3 8346 7 0956 144274 20 3086 74555 19 6901 3 3623 3 2611 47679 30 7103 3 6209 3 4410 87487 3 2498 11 9535 2 6201 4 3631 3 9020 2 6201 2 4064 24627 4 7904 2 7775 16 6989 3 0249 72643 28787 3 2948 30024 2 7213 31 6436 5 7350 3 7671 2 5864 32 0035 7 3880 170588 6 1960 8 5350 2 5414 2 4064 1 9566 PER SOFT' •J9 1289- 3 8384- 7 1027 '(44418 ?0 3289 7 4629 19 7098 3'3656 3 2643 4 7727 30 7410 3 6245 3 4444 8 7574 3 2531 1 1 9655 2 6227 4 3674 A 9059 J. 6227 2 4088 2 4651 4 7952 2 7803 16 7156 3 0279 7 2716 28816 3 2981 3 0054 L 2 7240 31 6752 5 7407 3 7709 2 5889 32 0354 7 3954 17 0758 6 2022 8 5435 2 5439 2 4088 1 9586 NOTE 1 THIS CATEGORY OF LAND USE CONTAINS PM AND CM ZONED PROPERTY NOTE 2 THIS CATEGORY OF LAND USE CONTAINS M AND PU ZONED PROPERTY Appendix f - Page 3 of 6 lit mm3TJomQzmmTJ 2 2omS^oo oo z COo^V %?2oC?9??§>55-s^nsiI*, o) s, > "^m<o ro > >m^^5o«o^7jfllJwgzSoSio~co mH -r- COm c» Hm moiPmzCDzmmTJxw ^ ^ > To o o Ccb to ~«cn co e_ Ll4^ O) ^— C/ro ->4 S -Q)X 8sCOcmcoTJiF Tco ro -*13 UTJ7373r>m m o>2^73z 5c7s s COr- co COm -< mTJ CO CO^s CO 2 m -n coocTJ rom H<com i og 05 Z TJm m•n >o z O 2 O amTJ mz mzHOZ 00 O O O > ££&a?gcogw o -* noo -». VCO O) > ,-s S'S.-cox 3 m ro Z OmZ) (7) OTJ ^1 S5 TOT- 9,862 S FCUPT LOADDAKITOASISIMULTANEOUSSSEMBLY-CCHFFICE - 529ENS F40 S3/100 S.FF./15 S.- 1000598ARE - 7536 S.F359 S F /2S=2=5335S F=S F =21538OOO1o EDUCATIONE-3DAYCARE>CD 73C to bo COro CO D m O cn iiss;ill22?s COTJ>TJTJTJTJTJ CO > <sf ro coco>m co I I E ;? STRUCTURAL CALCULATIONS for KinderCare Learning Centers Carlsbad, CA. ARCHITECT. Kishimoto Architects X tu Plancheck Correc tions 12/22/99 SHIMAJI & LASCOLA structural engineers 23682 birtcher d> ive lake forest, ca 92630 (714) 770-9967 (714) 770-9542 Jax SHIMAJI & LASCOLA structural engineers JOB ENGINEER DESIGN OF SHIMAJI & LASCOLA structural engineers SHEET JOB 97 UBC WOOD STRESSES D F LARCH # 1 VISUALLY GRADED DRY USE NORMAL TEMPERATURE EDGEWISE USE DURATION FACTOR = 1 SIZE 2x4 2X6 2X8 2X10 2X12 2X14 4x4 4x6 4x8 4x10 4x12 4X14 E (psi) 1,700,000 1,700.000 1,700,000 1,700,000 1,700,000 1,700,000 1,700,000 1,700,000 1,700,000 1,700,000 1,700,000 1,700,000 Fv (psi) 95 95 95 95 95 95 95 95 95 95 95 95 Fb (psi) 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 CF 1 5 1 3 1 2 1 1 1 09 1 5 1 3 1 3 1 2 1 1 1 CR 1 15 1 15 1 15 1 15 1 15 1 15 1 15 1 15 1 15 1 15 1 15 1 15 F'b (single) 1501 1301 1200 1101 1000 901 1501 1301 1301 1200 1101 1000 F'b (repetitive) 1725 1495 13§1 J265 1150 1035 1725 1495 1495 1381 1265 1150 D F LARCH n2 VISUALLY GRADED DRY USE NORMAL TEMPERATURE EDGEWISE USE DURATION FACTOR = 1 SIZE 2x4 2X6 2X8 2X10 2X12 2X14 4x4 4x6 4x8 4X10 4X12 4X14 E (psi) 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 Fv (psi) 95 95 95 95 95 95 95 95 95 95 95 95 Fb (psi) 875 875 875 875 875 875 875 875 875 875 875 875 CF 1 5 1 3 12 11 1 09 1 5 13 1 3 12 1 1 1 CR 1 15 1 15 1 15 1 15 1 15 115 1 15 1 15 1 15 1 15 1 15 1 15 F'b (single) 1313 1138 1050 963 875 788 1313 1138 1138 1050 963 875 F'b (repetitive) 1509 1308 1208 1107 1006 906 1509 1308 1308 1208 1107 1006 94UBC DOC SHIMAJI & LASCOLA structural engineers SHEET JOB 97 UBC WOOD STRESSES D F LARCH # 1 WCLIB VISUALLY GRADED DRY USE NORMAL TEMPERATURE EDGEWISE USE DURATION FACTOR = 1 SIZE 6X6 6X8 6X10 6X12 6X14 6X16 6X18 6X20 E (psi) 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 1,600,000 Fv (psi) 85 85 85 85 85 85 85 85 Fb (psi) 1350 1350 1350 1350 1350 1350 1350 1350 CF 1 1 1 1 0987 0972 0959 0947 F'b (single) 1350 1350 1350 1350 1332 1312 1295 1278 SIZE I E (psi) 8x8 ! 1,600,000 8x10 |1,600,000 8x12 i 1,600,000 8x14 1 1,600,000 8x16 11,600,000 8x18 j 1,600,000 8x20 ; 1,600,000 8x22 | 1,600,000 8x24 J1,600,000 ii Fv (psi) 85 85 85 85 85 85 85 85 85 Fb (psi) 1350 1350 1350 1350 1350 1350 1350 1350 1350 CF 1 1 1 0987 0972 0959 0947 0937 0928 F'b (single) 1350 1350 1350 1332 1312 1295 1278 1265 1253 94UBC6X DOC JOB. ~, ENGINEER LASCOLA structural engineers SHEET NO DATE __ DESIGN OF ENGINEER. SHIMAJI & LASCOLA structural engineers SHEET NO DATE DESIGN OF A.v^ ~v _ JOB SHIMAJI & LASCOLA structural engineers ENGINEER SHEET NO DATE DESIGN OF V JOB SHIMAJI & LASCOLA structural engineers ENGINEER. SHEET NO DATE 7 DESIGN OF -—**-& [o . rr "71^. 3 >~*v— • 3x JMrr TPI^CS /(^ ft I O * "^=^ ^/ ^----[. rv 431, «. ...T_ J fcX" - > X * SHIMAJI & LASCOLA structural engineers JOB. ENGINEER . SHEET NO ._ DATE DESIGN OF T " " ^toX .I • i,o< JOB SHIMAJI & LASCOLA structural engineers ENGINEER . SHEET NO DATE 4 DESIGN ^ fi^ .=». ir.-2-** ST^" :^U^.;= 1 r3 > -- As. - -- ^'4^-=-- •~ (01. ^ 1^^ LC.I.«- 4-xio JQB -=^qt- ^ ENGINEER SHIMAJI & LASCOLA structural engineers SHEET NO . DATE 0 DESIGN ^V.0 , =-(ur(-fc —-'-_L^h. ™.r" ^ J ^^T ,rf* 7 I o V l^^^ ^^^^P^'-^ «>i ^=4^ 4-* 1(7 JOB SHIMAJI & LASCOLA structural engineers ENGINEER SHEET NO DATE DESIGN OF - 14-. 3 JOB SHIMAJI & LASCOLA structural engineers ENGINEER SHEET NO DATE DESIGN a '/U_=p- i I •v< - SHIMAJI & LASCOLA structural engineers SHEET \& JOB ^Hi^°l' SHEAR WALL SCHEDULE (1997 UBC) MARK ALLOW DESCRIPTION ANCHOR BOLTS PLF 3/8' CDX PLYWOOD (BLOCK ALL EDGES) A, 200 w/ Sd COMMON NAILS @ 6" EN, 12" FN 'r 5/8" AB @4'-0"oc ]/->• rp\ PLYW™~>O (PI <~><~K A I L EDGES) fc 260 w/ Sd COMMON NAILS @ 6 ' EN, 12" FN ^ 5/8" AR <3l 4'-0"oc IP' CDX PLYWOOD mi.OCK AM. EDGES} £. 380 w/ 8d COMMON NAILS % 4" EN, 12" FN USE 3x STUDS @ ADJOINING PANEL EDGES 5/8" AB @ 3 '-6" oc USE 3x SILL PLATE P 490 w/ 8d COMMON NAILS® 3" EN 12" FN USE 3x SILL PLATE 1/2" STRUC I PLYWOOD (BLOCK ALL EDGES} t:~ 550 w/ Sd COMMON NAILS @ 3" EN, 12' FN USE 3x STUDS (an ADJOINING PANEL EDGES 5/8" AB (a), 2'-8" oc USE 3x SILL PLATE p^ 640 w/8dCOMMONNAILS@2"EN 12" FN T TCTT ->Y C-T-T TT-\C /pj\ A H rOFMrMP. PAMFT FHnF'v ^/9" AR (7i) ?'.H" nr USE 3x SILL PLATE 1/2" CDX PLWD BOTH SIDES(BLK ALL EDGES) £> 760 w/ 8d COMMON NAILS % 4" EN, 12" FN ^ USE 3x STUDS fa), ADJOINING PANEL EDGES 5/8" AB @ l'-9" oc USE 3x SILL PLATE ^— — , I/*'*' PHY PT wn ROTH 'xinF^fni w AT T FHOF^^ ^/9" AR f/?i i ' j" nr \~^ 980 w/ Sd COMMON NAILS @ 3" EN, 12" FN USE 3x STUDS i® ADJOINING PANEL EDGES USE 3x SILL PLATE SILL PLATE NAILING 16d@ 8"oc OR 20d @ 9" oc 16d @ 6"oc OR 20d @ 7" oc 16d @ 4"oc^ OR 20d @ 5"os 16d @ 3"oc OR 20d @ 4"oc 16d @ 3"oc OR 20d @ 3 1/2" 16d @ 2 1/2" OR 20d @ 3"oc 16d @ 2"oc OR 20d @ 2 1/2" 5/8" x 7" LAG BOLTS @ 12" oc oc oc oc SHEAR WALL NOTES: 1 Munimum edge distance for nailing to members shall be 1/2" 2 All 1/2" and/or 15/32" pltwood shall be 4 ply minimum 3 Minimum edge distance for nailing to 3X members shall be 1/2" 4 Approved plate washers, in lieu of cut washers, shall be used for all shear wall sill plate anchor bolts BOLT SIZE PLATE SIZE 5/8" 3/4" 1/4"X 2-1/2" X 2-1/2" 5/16"X 2-3/4" X 2-3/4" 5 Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter shrwallf sch zone 4 JOB -^H&f— SHIMAJI & LASCOLA structural engineers ENGINEER . 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'••J U) t-k GILES CNGINEERING ASSOCIATES, INC GEOTECHNICAL, ENVIRONMENTAL & CONSTRUCTION MATERIALS CONSULTANI s•Atlanta GA • Dallas TX • Los Angeles CA • Madison Wl • Milwaukee Wl• Washington D c December 20, 1999 KindeiCare Learning Centers, Inc 650 NE Holladav, Suite 1400 Portland, Oregon 97232 Attention Mr Philip DePasquale III Suoject Plan Review Proposed KinderCare Learning Center Hidden Valley Road and Plum Tree Road Carlsbad, California Project No 2G-9904015-1 Dear Mr DePasqiule In accordance with the requirements of the Citv of Carlsbad, the project plans associated with the planned site aiadmg and building foundation have oeen reviewed relative to the recommendations preserved in the geotechuica! engineering report ^Project No 2G-99040I5, dated Mav 28 1999) oui nun mepaicd foi the piopobed project The plans \veie submitted to our office by the project architect, KLishimoto Architects Inc The project Ci^cing Plun ^Sheets 2 and 3, dated November, 1999} as prepared by O'D.iy Consi'ltar/s (Job No 99-1024) was reviewed relative, to our refeienced geotechmcai report ReviCvv or" rhc ^ading plan indicates the planned finished floor elevation is about 2-1/2 feet above the elevation LSbiimed for geotechnical analyse and report preparation The somewhat highei fioishcu 'Joor elevation does not specifically requue revision to the geotechnical report with proper selection of the fill material used to raise site grades The soils used to raise site grades should be low in expansive potential (EI<30) and have "negligible" concentrations (as defined by the Portland Cement Association) of water soluble sulfates to allow the use of normal cement Rev it'\v of the grading plan also icvealed one other item of note On Sheet 2, "Grading Note" No 36 snould be re\ ised to include the geotechnical report our firm prepared for the proposed project as the report of record for the project 1 he various plans associated with the building foundation included Sheet SI, "General Notes and I vpical Details,' Sheet S2 ' Foundation Plan," and Sheer S4, "Foundation Details," prtpaiod bv Sfvmaji- j'.as<.ol<! (KA 9'-M53, Job No 1634, dated N'owmber 12, 1999) Review of the referenceu pLas irJi< ates un? 1-aiid.r:; founditicn and tlooi slab have been prepaied in accoidance w^h tne it fviu «t 'h; rc--c".n erjoai ous TL 're j^technKal report 4875 East LaPalma Avenue • Suite 607 • Anaheim, CA 92807 714/779-0052 • Fax 714/779-0068 • E-Mail losangls@gilesengrcom GILES GNGINEERING (ASSOCIATES, INC Plan Review Proposed KmderCare Learning Center Carlsbad, California Project No 2G-9904015 Page! We appreciate the opportunity to be of continued service on this project If you have questions regarding this matter or if we may be of additional assistance, please do not hesitate to call at any time Distribution (1) Addressee (2) Kishimoto Architects, Inc Arm Ms Isabella Pena (2) KmderCare •\ttn Ms Nancy Trudeau Very truly yours, GILES ENGINEERING ASSOCIATES, INC JofirfE Haertle, GE Project Engineer RGB No"2352 JEILjh-geo 099040If I I I I I I I I I I I I I I I I I I I Limited Phase IIEnvironmental Site Assessment ProposedKinder Care No, 1634 NEC of Hidden Valley Road and Plum Tree Road Carlsbad, California Prepared for: KinderCare Learning Centers, Inc. Portland, Oregon January 21, 2000 Project No. 2E-0001006 GILES ENGINEERING P)SSOCIATES, INC TTT GILES GNGINEERING (ASSOCIATES, INC • Atlanta, GA • Dallas TX • Los Angeles CA • Madison Wl • Milwaukee Wl • Washington D C GEOTECHNICAL, ENVIRONMENTAL & CONSTRUCTION MATERIALS CONSULTANTS KinderCare Learning Centers, Inc 650 NE Holladay, Suite 1400 Portland, Oregon 97232 January 21,2000 Attention Mr Michael A Salas, A1A Manager of Architecture and Design Subject Limited Phase II Environmental Site Assessment Proposed KinderCare No 1634 NEC of Hidden Valley Road and Plum Tree Road Carlsbad, California Project No 2E-0001006 Dear Mr Salas In accordance with your request and authorization, a Limited Phase II Environmental Site Assessment have been completed on the above-referenced property A discussion of the project, results, and conclusions and recommendations, are presented in the enclosed report We appreciate the opportunity to have been of service on this project If there are any questions regarding the information, contained herein, or if we can be additional service, please contact the undersigned Very truly yours, IS ENGINEERING ASSOCIATES, INC Gavin S Jones ' Scientist II *L HutoJ 'Environmental Division Manager Distribution KinderCare Learning Centers, Inc Attn Mr Michael A Salas (3) Ms Nancy Trudeau (1) GSJ/jb-envE0001006 4875 East LaPalma Avenue • Suite 607 • Anaheim, CA 92807 714/779-0052 • Fax 714/779-0068 • E-Mail losangls@gilesengrcom TABLE OF CONTENTS LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT PROPOSED KINDERCARE NO 1634 NEC OF HIDDEN VALLEY ROAD AND PLUM TREE ROAD CARLSBAD, CALIFORNIA PROJECT NO 2E-0001006 Section No Description 1 0 20 30 40 50 60 70 80 Figure 1 Figure 2 Table 1 INTRODUCTION AND SCOPE OF SERVICES SITE BACKGROUND 2 1 Site Location 2 2 Site Description/History SOIL SAMPLE COLLECTION VOLATILE VAPOR SCAN ANALYTICAL TESTING 5 1 Cham-of-Custody Procedures 5 2 Results of Soil Analysis SUMMARY AND CONCLUSIONS RECOMMENDATIONS GENERAL COMMENTS Subject Property Location Sample Location Plan Results of Soil Analysis Page 1 1 1 2 2 3 3 3 3 3 3 4 la 2a 3a Appendices Appendix A Cham-of-Custody Form (1) and Analytical Test Results (6) © Giles Engineering Associates, Inc 2000 GILES ENGINEERING ASSOCIATES, INC LIMITED PHASE II ENVIRONMENTAL SITE ASSESSMENT PROPOSED KINDERCARE NO 1634 NEC OF HIDDEN VALLEY ROAD AND PLUM TREE ROAD CARLSBAD, CALIFORNIA PROJECT NO 2E-0001006 1.0 INTRODUCTION AND SCOPE OF SERVICES At the request of Mr Michael A Salas of KmderCare Learning Centers, Inc , a Limited Phase II Environmental Site Assessment was performed on the subject property to evaluate the near surface soil conditions in four proposed playgrounds for the possible presence of pesticides The potential for pesticides to exist in the near surface soils was based on historical use of the subject property as agricultural property The subject property currently consists of a vacant rough-graded parcel The scope of services for this Limited Phase II Environmental Site Assessment included 1) The collection of soil samples at four areas of the subject property that are planned to be developed as playgrounds that surround the proposed KmderCare building, 2) A head space volatile vapor scan of the collected soil samples, using an 11 7 eV photoiomzation detector (PID), 3) Chemical analysis of four select soil samples for the presence of pesticides, and 4) An evaluation of the information and results and the preparation of a detailed report, including conclusions and recommendations 2.0 SITE BACKGROUND 2 1 Site Location The subject property is located at the northeast corner (NEC) of Hidden Valley Road and Plum Tree Road, in the City of Carlsbad, San Diego County, California The subject property is located in the northwest one-quarter of the southeast one-quarter of Section No 21, Township 12 South, Range 4 West of the United States Public Land Survey The following Figure 1 (Subject Property Location) shows the generalized location of the subject property and surrounding area GILES ENGINEERING ASSOCIATES, INC SAN OLE •*£*,-* 26 VI ~550 ;" Vt 'REY>'12 17'30" 473 \ Lk \ 'N £/j• - *-c i. u~ .^Jl^ n '-'--<:. ' ;' :3S3 Tjp ^ Svsf*f-¥f? - , V Source United States Geological Survey Encimtas. California Quadrangle 7 5 Minute Topographic Map Scale r = 2000' FIGURE 1: SUBJECT PROPERTY LOCATION Proposed KinderCare No. 1634 NEC of Hidden Valley Road and Plum Tree Road Carlsbad, California Project No. 2E-0001006 NORTH GILES CNGINEERING (ASSOCIATES INC Proposed KinderCare No 1634 Carlsbad, California Project No 2E-0001006 Page 2 2 2 Site Description/History The subject property consists of a vacant parcel of land that is approximately 1 79 acres in size The parcel has been rough-graded with relatively flat topographic contour The sui face drainage direction on the subject property was not obvious Small amounts of vegetation including native grasses and plants cover the majority of the subject property The west and south boundaries of the subject property are landscaped Previous environmental reporting has been completed for the Sambi Development, a large parcel that includes the subject property A Hazardous Materials Transaction Screen showed that the subject property and properties to the east and south had been utilized as agricultural property Pesticide testing that was completed by a previous consultant revealed that pesticide concentrations were present in the near surface soils Soils with elevated concentrations of pesticides to the east and south of the subject property were removed and reportedly placed in the deep fills of Hidden Valley Road, to the north of the subject property A Public Health Risk Assessment was performed as a result of the presence of residual pesticide concentrations in the soils The results of the assessment indicated that "the presence of trace levels of pesticide residues on the Sambi site do not pose a significant health hazard to resident adults, children or construction workers" As a result of the historical information a representative from Giles Engineering Associates, Inc previously collected confirmatory soil samples from the near surface soils at three locations on the subject property Three individual soil samples were collected from the geotechmcal borings and analyzed for the presence of pesticide constituents using EPA Method 8270 No pesticide constituents were measured above the reporting limit The Carlsbad Development Services Department requested further assessment and laboratory analysis of soil samples (for the possible presence of pesticides) collected in the near surface soils of the four proposed playground areas 3.0 SOIL SAMPLE COLLECTION Near surface soil samples were collected from each of four individual locations as shown on the following Figure 2, Sample Location Plan Soil samples were placed in 8-inch glass sampling jars and were subject to a routine screening for volatile organic vapors, prior to laboratory analysis The jars were filled one-half to three-quarters full (leaving vapor headspace) Each of the four near surface soil samples were then transported to a Stale of California certified analytical laboratory (SunStar Laboratories, Inc) for chemical analysis of pesticide constituents using EPA Method 8270 GILES ENGINEERING ASSOCIATES, INC Q£Ooqama. me,UTS Kin LA PJIJIA ATKNOK. am art AHAHBDt CA IOru)-77B-oon flttraucunrFUH me or mount TAIUT BUB MB PUM BffA^* PROPOSED KINI1BBCARE #1634 Proposed KinderCare No 1634 Carlsbad, California Project No 2E-0001006 Page 3 4.0 VOLATILE VAPOR SCAN The soil samples collected in 8 ounce sampling jars were subjected to a routine headspace volatile vapor scan using an 11 7 eV photoiomzation detector (PID) (HNu Model No PI-101) calibrated to an isobutylene standard (HNu span gas Part No 101-350) Volatile organic vapors were not measured in any of the soil samples collected from the four proposed playground locations The results of the volatile organic vapor scan are presented on the following Table 1 5.0 ANALYTICAL TESTING 5 1 Cham-of-Custody Procedures Each of the near surface soil samples collected from the proposed playground areas were submitted to SunStar Laboratories, Inc of Tustin, California in general accordance with state and federal requirements, and followed standard "Cham-of-Custody" requirements The Chain-of- Custody form is enclosed in Appendix A of this report 5 2 Results of Soil Analysis Results of the laboratory analysis showed that no pesticide constituents were measured above the reporting limit suggested using EPA Method 8270 A summary of the soil analytical results is provided on the following Table 1 The laboratory results are enclosed in Appendix A 6.0 SUMMARY AND CONCLUSIONS 1) At the request of KinderCare and the Carlsbad Development Services Department near surface soil samples were collected from each of four proposed playground locations and analyzed for the presence of pesticides Pesticide constituents were not measured in any of the collected soil samples above the reporting limit suggested using EPA Method 8270 2) Based on the PID screening, volatile organic vapors were not measured in any of the soil samples collected from each of the four proposed playground locations 7.0 RECOMMENDATIONS Based on the results of the Limited Phase II Environmental Site Assessment, no additional study is considered warranted at this time GILES ENGINEERING ASSOCIATES, INC Z -1 r-^ ^ -i ^1 S t/2 bC/3 C/3 U.0! CO£> > ,«5 2? o U or-00< y "OJD M =L^j ^^*3 "^ "5<u CU g£ T3<u *•»U "ou •+*A £a.<u Q •••a. £ CUA 3 Z «"a icc i*g— C?-S O Q. UMV 1 5 CQ o0 o ^ <uo cH ~ C/2 •o ^2•00 CJ 00 00 *1" r^ Eof"i<u!_ V QCQ 0oir-o 0 <Uo ^2U3 "Os 2Ofi COU Z 00oo #£-— •op •S oa.<Di-jV 0CQ 0o1 o 0 ooa 3 U3 73C3 2oa b 00 00 #£^ •00 •Eo Q. V G CQ 0o o 0 <Doc2 —C/3 73C 2OJQ i> 00 00 0 0) C u-i C 1 J2 rH ^^G C^ S S£ O t^ g u o c C/D c/I I CH irnj c/j ' 1 | ' O ^ ^ Q Q p^2 * ica cu w Proposed KinderCare No 1634 Carlsbad, California Project No 2E-0001006 Page 4 8.0 GENERAL COMMENTS This report is an instrument of service prepared for the exclusive use of KinderCare Learning Centers, Inc and may not be reproduced or distributed without written authorization from Giles Engineering Associates, Inc and KinderCare Learning Centers, Inc The services described in this report were performed consistent with generally accepted professional consulting principles and practices No other warranty, expressed or implied, is made These services were performed consistent with our agreement with our client This report is solely for the use and information of our client or as otherwise noted Any unauthorized use of this report is strictly prohibited and we assume no liability for any such use This report has been prepared in order to aid in the evaluation of the subject property located at the northeast corner of the intersection of Hidden Valley Road and Plum Tree Road, in the City of Carlsbad, San Diego County, California, with regard to the potential for hazardous substance presence at the time of this study The conclusions presented m this report were based on available information pertaining to various points in time and were presented by others for our use or were based on informal discussion with vanous agency personnel The boring logs and related information enclosed in the Appendix depict subsurface conditions only at the specific locations drilled and at the particular times designated on the logs Soil conditions at other locations may differ from conditions occurring at these boring locations Also, the passage of time may result in a change in the soil conditions at the bonng locations drilled Soil samples collected from the subsurface exploration will be retained for a period of 30 days If no other instruction is received, they will be disposed This report has been prepared m accordance with generally accepted practice in the field of environmental consulting at the time of report preparation No other warranty is either expressed or implied GILES ENGINEERING ASSOCIATES, INC OO SL TJ o 'o o oo ( 7 oj Q Jl8o9woo" c °oj §•o a: IT <u /-\P ^«—jro " S 2 2 o roQ. O CQ CO CO - - —O < Q- 0. sjauiejuoo jo # leioj.U)~E0EoO aAI}EAJ8S8Jd # rj| Xjojejoqen siejapj 22 ana OOOMH09 Vd3 S|eiay\j (8) vyoy OOOZ/OI-09 Vd3 (|3ssip)y\|St08Vd3 (8ui|ose6)ty\|gi.08Vd3 1.8l-frVd3 5£«ppLfS4j <UZ9Vd3 0928 Vd3 0208 Vd3 OL08Vd3 0)g asro a. § "O 0 tlro i— CO CD £ S Q. Ero 0 njQ Q 0a. roCO —•*J••^-.•^•— ^K^ •^ V * i^n !••• iP CO 1A 1 -»• 8 ~^^J>•i^U— ^«."- 'ft O ^ 3<s">>r~ » — ^^vn — •L c^3^r4^*.»•V <N> Q ^v rt X5 •>>. T-k«»\_: <n ^ ^^1^51fs# ^> s> / o 0 f^ — - ^T v/> VT 11 hw • — . t\< V -^in£"o w £c 9 'o S0H cu E 1- ^5Q r i^ignature)JD -a >a> c^'a 0)Date / Ti•^Relinquished by (signature)^>-su^r^ <?><nraCDCO E DO o c r.0 Qa ~ 0Q — « **, ^-^. 111i 0o H 9•rf- •^. j i 4V-Cr <z.? >- 1^ oCO c CO ro W 0 0T5a / (signature)Received b0 Date / Ti1 Relinquished by (signature)I'-fJ\•h, •o 8 i 8•a8 1 a: ^— *•~S~ ^\^ 0) E 3 ra 3 0} 1- <D f5Q / (signature)Received b0 Date / TiRelinquished by (signature) SimStar Laboratories, Inc. Quality Control Analysis EPA 8270 Client Giles Engineering Project Manager Gavin Jones Project Name KmderCare - Carlsbad CA Date Analyzed 1/12/00 Batch ID T-1565 Matrix Soil Sample Spiked T1565-04 Matrix Spike and Matrix Spike Duplicate Analysis Compound Phenol 2-Chlorophenol 1 4-Dichlorobenzene N-nitroso-di-n-propy 1,2 4-Tnchlorobenzene 4-Chloro-3-methlyphe Acenaphthene 4-Nitrophenol 2 4-Dinitrotoluene Pentachlorophenol Pyrene Cone Spike Added(|jg/Kg) 50 50 50 50 50 50 50 50 50 50 50 Sample Result 0 0 0 0 0 0 0 0 0 0 0 Cone MS 39 43 48 37 45 30 52 17 36 17 53 % Rec 78 86 96 74 90 60 104 34 72 34 106 Cone MSD 35 38 40 31 39 28 44 18 31 19 43 % Rec 70 76 80 62 78 56 88 36 62 38 86 RPD 11 12 18 18 14 7 17 6 15 11 21 QC Limits RPD 42 40 28 38 28 42 31 50 38 50 31 Percent Recovery 12-89 27-123 36-97 41-116 39-98 23-97 46-118 10-80 24-96 9-103 26-127 3002 Dow Avenue. Suite 406, Tustin, Ca 92780 Phone (714) 505-4010 Fax (714) 505-4028 SunStar Laboratories, Inc. Analytical Report EPA 8270 (Pesticides) Client Giles Engineering Project Manager Gavin Jones Project Name KinderCare - Carlsbad, CA Sample ID Method Blank Date Sampled NA Date Received NA Date Extracted 1/10/00 Date Analyzed 1/12/00 Laboratory ID T1565-MB Matrix Soil Surrogate Compounds 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fiuorobiphenol 2,4,6-Tnbromophenol Terphenyl-d14 Cone (ug/Kg) 522 51 8 503 437 41 3 437 %Rec. 104 104 101 87 83 87 Compound Aldrm alpha-BHC beta-BHC delta-BHC gamma-BHC (Lindane) Chlordane 4, 4 -ODD 4,4'-DDE 44'-DDT Dieldnn Endosulfan I Endosulfan II Endosulfan sulfate Endnn Endnn aldehyde Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Concentration (pg/Kg) ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL(Mg/Kg) 50 50 50 50 50 20 50 50 50 50 50 50 50 50 50 50 50 20 200 3002 Dow Avenue. Suite 406 Tustm, Ca 92780 Phone (714)505-4010 Fax (714)505-4028 SunStar Laboratories, Inc. Analytical Report EPA 8270 (Pesticides) Client Giles Engineering Project Manager Gavin Jones Project Name KinderCare - Carlsbad CA Sample ID SS1 Date Sampled Date Received Date Extracted Date Analyzed Laboratory ID Matrix Soil 1/7/00 1/7/00 1/10/00 1/12/00 T1565-01 Surrogate Compounds 2-Fluoropheno! Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenol 2,4 6-Tribromophenol Terphenyl-d14 Conc.(iig/Kg) 476 287 51 6 51 8 455 53 1 Compound Aldrm alpha-BHC beta-BHC delta-BHC gamma-BHC (Lindane) Chlordane 4,4'-DDD 4,4'-DDE 4 4'-DDT Dieldnn Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endnn aldehyde Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Concentration (pg/Kg) ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL(ug/Kg) 50 50 50 50 50 20 50 50 50 50 50 50 50 50 50 50 50 20 200 3002 Dow Avenue. Suite 406, Tustm, Ca 92780 Phone (714)505-4010 Fax (714)505-4028 SunStar Laboratories, Inc. Analytical Report EPA 8270 (Pesticides) Client Giles Engineering Project Manager Gavin Jones Project Name KmderCare - Carlsbad, CA Sample ID SS2 Date Sampled 1/7/00 Date Received 1/7/00 Date Extracted 1/10/00 Date Analyzed 1/12/00 Laboratory ID T1565-02 Matrix Soil Surrogate Compounds 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenol 2 4,6-Tnbromophenol Terphenyl-d14 Cone 442 42 1 53 1 509 424 552 %Rec 88 84 106 102 85 110 Compound Aldrin alpha-BHC beta-BHC delta-BHC gamma-BHC (Lmdane) Chlordane 4,4'-DDD 4,4'-DDE 4,4'-DDT Dieldrm Endosulfan I Endosulfan II Endosulfan sulfate Endrm Endrm aldehyde Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Concentration (pg/Kg) ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL(Mg/Kg) 50 50 50 50 50 20 50 50 50 50 50 50 50 50 50 50 50 20 200 3002 Dow Avenue, Suite 406, Tustm, Ca 92780 Phone (714)505-4010 Fax (714)505-4028 SunStar Laboratories, Inc. Analytical Report EPA 8270 (Pesticides) Client Giles Engineering Project Manager Gavin Jones Project Name KmderCare - Carlsbad, CA Sample ID SS3 Date Sampled 1/7/00 Date Received 1/7/00 Date Extracted 1/10/00 Date Analyzed 1/12/00 Laboratory ID T1565-03 Matrix Soil Surrogate Compounds 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenol 2,4,6-Tnbromophenol Terphenyl-d14 Cone fug/Kg) 475 359 542 585 456 47 1 %Rec 95 72 108 117 91 94 Compound Aldrin alpha-BHC beta-BHC delta-BHC gamma-BHC (Lindane) Chlordane 4,4'-DDD 4,4'-DDE 4.4'-DDT Dieldnn Endosulfan I Endosulfan II Endosulfan sulfate Endrin Endrm aldehyde Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Concentration (|jg/Kg) ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND ND RL(pg/Kg) 50 50 50 50 50 20 50 50 50 50 50 50 50 50 50 50 50 20 200 3002 Dow Avenue, Suite 406, Tustm, Ca 92780 Phone (714)505-4010 Fax (714)505-4028 SunStar Laboratories, Inc. Analytical Report EPA 8270 (Pesticides) Client Giles Engineering Project Manager Gavin Jones Project Name KinderCare - Carlsbad, CA Sample ID SS4 Date Sampled 1/7/00 Date Received 1/7/00 Date Extracted 1/10/00 Date Analyzed 1/12/00 Laboratory ID T1565-04 Matrix Soil Surrogate Compounds 2-Fluorophenol Phenol-d6 Nitrobenzene-d5 2-Fluorobiphenol 2,4 6-Tnbromophenol Terphenyl-d14 Cone fug/Kg^ 555 394 51 8 509 537 428 Compound Aldnn alpha-BHC beta-BHC delta-BHC gamma-BHC (Lindane) Chlordane 44'-DDD 4,4'-DDE 4,4'-DDT Dieldrin Endosulfan I Endosulfan II Endosulfan sulfate Endnn Endnn aldehyde Heptachlor Heptachlor epoxide Methoxychlor Toxaphene Concentration (|jg/Kg) ND ND ND ND ND ND ND ND ND ND ND [ ND ND ND ND ND ND ND ND RL(|jg/Kg) 50 50 50 50 50 20 50 50 50 50 50 50 50 50 50 50 50 20 200 3002 Dow Avenue, Suite 406, Tustm. Ca 92780 Phone (714)505-4010 Fax (714)505-4028 Geotechnical Engineering Exploration and Analysis Proposed KinderCare Learning Center Hidden Valley Road and Plum Tree Road Carlsbad, California \v Prepared For: KinderCare Learning Centers, Inc. Portland, Oregon May 28, 1999 Project No. 2G-9904015 GILES "NGINEERING (ASSOCIATES, INC TABLE OF CONTENTS GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS Proposed KmderCare Learning Center Hidden Valley Road and Plum Tree Road Carlsbad, California Project No 2G-9904015 Descnption Page COVER LETTER I 1 0 EXECUTIVE SUMMARY 1 2 0 SCOPE OF SERVICES 2 3 0 SITE AND PROJECT DESCRIPTION 2 3 1 Site Descnption 2 3 2 Proposed Project Description 2 4 0 SLID SURF ACE EXPLORATION 3 4 1 Subsurface Exploration 3 4 2 Subsurface Conditions 4 4 3 Laboratory Testing 4 5 0 CONCLUSIONS AND RECOMMENDATIONS 5 5 1 Soil Vapor Scan 5 5 2 Seismic Design Considerations 6 5 3 Site Development Recommendations 6 5 4 Construction Considerations 8 5 5 Foundation Recommendations 9 5 6 Floor Slab Recommendations 11 5 7 Pavement Recommendations 12 Appendices Appendix A Project Details Appendix B Figures (1) and Test Boring Logs (8) Appendix C Field Procedures Appendix D Laboratory Testing and Soil Classification Appendix E General Information (Modified Proctor Procedures) © Giles Engineering Associates, Inc 1999 GILES CNGINEERING (ASSOCIATES, INC • Atlanta, GA • Dallas TX • Los Angeles CA • Madison Wl • Milwaukee Wl •Seattle WA • Washington, D C GEOTECHNICAL, ENVIRONMENTAL & CONSTRUCTION MATERIALS CONSULTANTS Mav28, 1999 KmderCare Learning Centers, Inc 650 NE Holladay, Suite 1400 Portland, Oregon 97232 Attention Mr Philip DePasquale III Subject Geotechnical Engineering Exploration and Analysis Proposed KmderCare Learning Center Hidden Valley Road and Plum Tree Road Carlsbad, California Project No 2G-9904015 Dear Mr DePasquale In accordance with your request and subsequent authorization, a Geotechnical Engineering Exploration and Analysis has been completed for the above referenced project Conclusions and recommendations developed from the exploration and analysis are discussed in the accompanying report We recommend that you read the report in its entirety This report was prepared with the assistance of Jeff Miller, PE We appreciate the opportunity to be of service on this project If we may be of additional assistance, if geotechnical related problems should develop, or if observation and testing services during construction are needed, please do not hesitate to call at any time Very truly yours, ASSOCIATES, INC Siwula,PE Regional Director RCE NFo 49720 Enclosure Report No 2G -9904015 Distribution (-+) Addressee BDS/sh-<>eo 0990-1015 4875 East LaPalma Avenue • Suite 607 • Anaheim, CA 92807 714/779-0052 • Fax 714/779-0068 • E-Mail losangls@gilesengrcom GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS PROPOSED KINDERCARE LEARNING CENTER HIDDEN VALLEY ROAD AND PLUM TREE ROAD CARLSBAD, CALIFORNIA PROJECT NO 2G-9904015 1.0 EXECUTIVE SUMMARY The following is a brief summary outline of the report conclusions and recommendations The accompanying report should be read in complete context for proper interpretation Site Development • Initial site preparation should consist of site stripping which is expected to require removal of about 2 to 4 inches of surficial soils and vegetation • Abandonment of desilting basin at southwest corner of site would require removal of the existing drainage pipe Removal and replacement of soil on the order of 3 to 4 feet is expected in this area « Dry Weather No significant subgrade undercutting due to subgrade instability is expected to be necessary « Wet Weather Removal or scarification to a depth of 6 to 8 inches followed by aeration and recompaction may be necessary if subgrade stability problems develop during wet weather due to the moderate moisture sensitivity of the near surface soils « Possible reduced excavation rates due to near-surface, slightly cemented materials o Some crushing of near surface, cemented material may be necessary Building Foundation « Conventional shallow foundation system supported on suitable bearing native and/or newly placed structural compacted fill « Maximum allowable soil bearing pressure of 3 000 psf o Suitable bearing soil anticipated to exist at nominal depth below finished grade upon completion of recommended site grading « Conventional steel reinforcing as determined by the structural engineer is considered appropriate with respect to geotechmcal engineering aspects Building Floor Slab « Conventional 4-inch thick slab-on-grade or turned-down slab supported on a properly prepared subgrade o Floor slab reinforcement may consist of conventional welded wire mesh (6x6-Wl 4xWl 4 WWM) positioned at mid-height within slab section Pavement « Asphaltic Concrete 3 inches in thickness o Crushed Aggregate Base 7 inches in drive lanes, 5 inches in parking stalls o Portland Cement Concrete 6 inches in thickness in high stress areas such as drive-thru lane and in trash enclosure loading zone Environmental Considerations o No odors, discoloration's and/or elevated PED readings were observed within the recovered soil samples GILES ENGINEERING ASSOCIATES, INC Proposed KmderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 2 2.0 SCOPE OF SERVICES The scope of services authorized for this project included a site reconnaissance, subsurface exploration, field and laboratory testing Also included is a geotechnical engineering analysis to provide catena for preparing the design of the building foundations, building floor slab, and paikmg lot pavement along with site preparation recommendations and construction/design considerations for the proposed development General comments and other limitations relative to this report are presented in Appendix E In addition to the previously described geotechnical services, all below-grade soil samples recovered from the field exploration program were subjected to a Limited Volatile Organic Compound Vapor Scan using a Photoiomzation Detector Further evaluation of the environmental aspects of the site is beyond the authorized scope of services, but will be addressed in the Phase I Environmental Site Assessment (ESA) currently being prepared by our firm (Project No 2E-9904011) which will be submitted under separate cover 3.0 SITE AND PROJECT DESCRIPTION 3.1 Site Description The proposed site is located south of the northeast corner of Hidden Valley Road and Plum Tree Road in the city of Carlsbad, California At the time of field exploration the property was a vacant field, with sparse grass, weed, and shrub vegetation Some small piles of concrete rubble existed on the vacant lot The surrounding topography generally consisted of rolling hills Topography in the area of the proposed building generally slopes down to the southwest, wilh an elevation differential of about 1 foot between test bonng locations within the building area A desilting basin, about 50 to 60 feet in diameter, existed at the southwest comer of the site at the time of this exploration The adjacent properties and topography consisted of residential homes to the north separated from the subject site by a canyon similarly to the east, residential homes were separated from the subject site by a canyon as well The bottom of the canyons to the north and east were about 20 and 15 feet below the subject site grade based on visual observation The homes to the north and east appeared to be about at grade and 10 feet above grade as compared to the subject site A vacant lot and a park were located to the south and west respectively The lot to the south appeared to be about grade, and the park appeared to be about 70 feet below grade a compare to the grade of the subject site GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 3 3.2 Proposed Project Description A description of the proposed development is presented in Appendix A, which includes the structural loads and anticipated parking lot traffic intensity Preliminary project information provided by the client did not indicate the planned finished floor elevation for the proposed building A finished floor at El 101 0 referenced to the benchmark indicated on Figure 1 enclosed in Appendix B has been assumed for this geotechnical analysis The existing site grades at test bonngs within the proposed building area ranged from El 101 3 to El 102 3 at the time of exploration The proposed building location is shown on Figure 1, Boring Location Plan Based on the assumed finished floor elevation and the existing site grades, site grading is expected to be minor, with less than 1 foot of cut required to establish the necessary site grades to accommodate the assumed floor elevation The estimated site grading is, however, exclusive of site preparation and overexcavation requirements If the actual floor elevation differs from the assumed floor elevation (relative to the benchmark indicated on Figure 1), we should be notified to evaluate the impact upon building pad preparation 4.0 SUBSURFACE EXPLORATION 4.1 Subsurface Exploration Field exploration for the subject property consisted of eight test bonngs, five withm the proposed building area, and three in the proposed parking areas Test bonngs extended to depths of between 5 to 15 feet below existing grade Relatively undisturbed samples, Standard Penetration test (SPT) samples, and bulk samples were obtained The approximate test boring locations are indicated on the Bonng Location Plan (Figure 1) The Bonng Location Plan, as well as copies of the Test Bonng Logs (Records of Subsurface Exploration) are enclosed in Appendix B Field and laboratory test procedures are enclosed in Appendix C and D, respectively The terms and symbols used on the Test Bonng Logs are defined on the General Notes in Appendix E GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 4 4.2 Subsurface Conditions The subsurface conditions as subsequently described have been simplified somewhat foi ease of report interpretation A more detailed description of the subsurface conditions at the test boring locations are described on the test boring logs enclosed in Appendix B of this report Soil The soils encountered within the test borings generally consisted of layers of stiff to very stiff comparative consistency, sandy clay and firm to dense relative density clayey sand Some layers of stiff comparative consistency silty clay, and dense relative density silty fine to coarse sand were encountered in some of the test borings Firm relative density, fine to coarse sand was encountered in some of the test borings beginning at a depth of about 12 feet below the existing grade Some of the near-surface materials are slightly cemented Groundwater Free water was not encountered dunng drilling operations Observations conducted upon completion of drilling and removal of the drilling augers indicated no groundwater accumulation within the test borings above the depths at which the test boreholes caved Based on field observations and the relative moisture contents of the recovered soil samples, the groundwater table is considered to have existed below the exploration depths (5 to 15 feet) Water may, however, become perched within loose, pervious granular soils, where underlain by less permeable material 4.3 Laboratory Testing The project engineer reviewed the recovered soil samples and laboratory tests were performed on the soil samples to aid in the classification of the soils and the analysis of their engineering properties The field moisture content was determined on all recovered subsurface samples, and dry density was determined on the recovered undisturbed samples Calibrated penetrometer and unconfined compressive strength tests were performed on selected samples to evaluate the strength of the recovered soil samples The results of the tests are shown on the Test Boring Logs in Appendix E GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 5 Expansion Index (El) tests were performed to determine the expansion potential of the possible fill soils Testing was conducted on a composite, representative sample of the soils recovered from Test Boring No 3 to a depth of about 5 feet below the existing grade The results of testing indicate the soils possess a medium expansion potential (EI=65) Laboratory testing also included Atterberg Limits determination for a composite soil sample from Test Boring No 3 to a depth of 5 feet below the existing grade The results of testing are shown on the Test Boring Logs and generally indicate the soils possess medium plasticity (PI==28), corresponding medium to high expansion potential, which confirms results obtained from the Expansion Index test Representative samples of the near surface soils were submitted to an analytical laboratory to determine the concentration of water soluble sulfate in the soils The results of this testing are further discussed in Section 5 3 of this report, and the results from the analytical laboratory area attached in Appendix B 5.0 CONCLUSIONS AND RECOMMENDATIONS Conditions imposed by the proposed development have been evaluated on the basis of our assumed floor elevation, engineering characteristics of the subsurface materials encountered in the borings, and their anticipated behavior both during and after construction Conclusions and recommendations presented for the design of building foundations, building floor slabs, and patking lot pavement, along with site development recommendations and construction considerations are discussed in the following sections of this report Development of the proposed site entails soil and foundation-oriented considerations due to the presence of near-surface, moisture/disturbance sensitive and medium expansive soils Recommendations presented in this report are predicated upon site preparation, foundation, floor slab, and pavement construction observed and tested by a qualified geotechmcal engineer 5.1 Soil Vapor Scan The recovered soil samples did not exhibit odors and/or discoloration, which would be potentially indicative of volatile organic vapor content In addition, the results of the vapor scan conducted with a photoiomzation detector (PID) did not identify any detectable concentrations of volatile vapors within the headspaces of the soil sample containers Additional environmental aspects of this site will be addressed in our Phase I Environmental Site Assessment, presented under separate cover GILES ENGINEERING ASSOCIATES, INC Proposed KmderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 6 5.2 Seismic Design Considerations The proposed site is located in one of the most seismically active regions of California according to the Uniform Building Code (Figure 16-2) Determination of the appropriate seismic design parameters utilized for structural purposes was not included within the scope of authorized services However, it is recommended that the seismic design of the proposed structure be performed in accordance with the latest version of the Uniform Building Code (UBC) Seismic Zone 4 parameters should be utilized for the design The structural engineer should verify the seismic design parameters A specialized liquefaction potential study was not included within the authorized scope of services The evaluation of liquefaction typically requires deeper test bonngs, on the order of 50 feet below existing grade, review of available geologic information, as well as additional laboratory testing and engineering analysis However, based on soil types encountered in the upper 15 feet explored, mostly firm to dense relative density material high clay contents, the potential for liquefaction to occur at the subject site is considered to be low 5.3 Site Development Recommendations The recommendations presented for site development are based on the conditions encountered at the test boring locations Bids for site preparation should be based upon the weather conditions anticipated the time of year that construction will proceed Site Clearing/Demolition Preparation of the proposed site should include removal of vegetation, as well as any debns or deleterious materials, such as the concrete rubble on the surface, and soils with significant organic content The geotechmcal engineer should determine the actual depth of stripping based on the encountered conditions in the field On the basis of the conditions encountered at the test boring locations and the appearance of the site at the time of exploration, surficial stripping on the order of 2 to 4+ inches is expected to be necessary to remove vegetation Based on the Preliminary site plan, removal of the existing desilting basin is planned Abandonment of the desilting basin would require removal of the existing drainage pipe Removal and replacement of soil on the order of 3 to A feet is estimated in this area but is not specifically known since test bonngs were not drilled in this area GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 7 Dry Weather Conditions If earthwork (site stripping/grading) activities are performed during dry weather, extensive overexcavation/stabilization is not expected to be necessary, provided that the subgrade is not exposed to excessive disturbance from construction traffic However, some areas of overexcavation/ stabilization of soils that become unstable may be needed because of lower strength natural soil not encountered in our test borings Wet Weather Grading If grading is conducted during wet weather, moderate subgrade stability problems should be expected where the near surface soils exhibit significant fines content In the event that subgrade stability problems develop, scarification and aeration of the subgrade to depths of 6 to 8 inches followed by recompaction is recommended to achieve a stable subgrade The estimated depth of scarification and recompaction is based upon the moisture sensitivity of the soils and the anticipated effect of wet weather grading A stable subgrade may also be achieved by the placement of a coarse crushed aggregate working mat Similar subgrade stability problems may develop after completion of subgrade preparation, requmng stabilization, due to the effects of weather and construction traffic Reuse of On-site Soils On-site material may be reused as structural compacted fill within the proposed building and pavement areas provided the moisture content is adjusted, and they do not contain excessive quantities of organic, deleterious or oversized materials Reuse of the on-site soils with significant silt and clay content requires compaction at a moisture content that is within a narrow range of optimum moisture content for pavement support and load bearing characteristics Moisture conditioning to within a -3 to +3 moisture content range of the optimum moisture content for cohesionless soils, and to within a +1 to +3 moisture content range for medium expansive cohesive soils is recommended to promote proper compaction for load bearing and pavement support characteristics All subgrade soil recompaction as well as selection, placement and compaction of new fill soils should be performed in accordance with the project specifications under engineering controlled conditions Reuse of on-site material may require some crushing of slightly cemented, near-surface materials so that fill satisfies the recommendation provided in Item No. 4 of the Guideline Specifications enclosed in Appendix E. GILES ENGINEERING ASSOCIATES, INC Proposed KmderCare Learning Center Carlsbad, California Project No 2G-9904015 PageS Soluble Sulfates Representative samples of the near surface soils were submitted to an analytical laboiatory for soluble sulfate testing The results from the chemical analysis are as follows Boring Number 1 5 Sample Depth (Feet) 1 to 4 1 to 4 Water Soluble Sulfates in Soil (Percent) 0007 0006 The results indicate that sulfate concentrations in the tested samples are negligible with respect to the potential for attack of concrete, in accordance with Portland Cement Association (PCA) and Uniform Building Code (UBC) guidelines Therefore, specialized sulfate resistant mix designs are not anticipated to be necessary for concrete which will come into contact with the on-site soils 5.4 Construction Considerations Subgrade Protection The soils that will be exposed by the subgrade preparation operations are somewhat moisture and disturbance sensitive These soils may become unstable when disturbed (rutted) by construction traffic Any exposed granular (non-cohesive) soils are also susceptible to erosion if exposed to free flowing water The site should be graded to prevent water from ponding within construction areas and/or flowing into excavations Accumulated water must be removed immediately along with any unstable soil Foundation concrete should be placed and excavations backfilled as soon as possible to protect the bearing grade Construction Dewatering Perched or hydrostatic groundwater was not encountered during field exploration within the anticipated depths of excavation for the proposed development The groundwater table was anticipated to exist at depths greater than 15 feet below existing grade In the event perched water is encountered during construction, filtered sump pumps placed in pits in the bottoms of excavations are expected to be suitable if dewatenng becomes necessary GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 9 Soil Excavation Excavation stability problems are also expected where unsupported excavations extend into non-cohesive granular soils Excavation banks may require sloping for stability or widening in the anticipation of caving Deeper excavations may require some form of external support such as shonng or bracing All excavations should be performed in accordance with Cal-OSHA regulations Reduced excavation rates may be encountered due to near surface, slightly cemented materials Specialized excavation equipment is not expected to be needed based on the field data from the test borings However, there may be areas between boring locations with higher degrees of cementation The degree of excavation difficulty will depend upon the capability of the excavation equipment 5.5 Foundation Recommendations Vertical Load Capacity Upon completion of the recommended building pad preparation, the proposed structure may be supported by a conventional shallow foundation system The foundation system may consist of either independently poured spread footings or monolithically poured foundations and floor slab (thickened slab) in which walls and columns are supported by continuous strip footings and isolated square pad footings, respectively Foundations should be founded at least 12 inches into suitable bearing native or structural compacted fill soils Foundations may be designed for a maximum, net, allowable soil-bearing pressure of 3,000 pounds per square foot (psf) Minimum footing widths are recommended to be 14 and 24 inches, respectively, for continuous wall strip footings and isolated column pad footings Trench footing construction is also considered suitable, provided the excavations remain stable and are allowed by the local building department Footing Reinforcing Conventional steel reinforcing is considered to be adequate for geotechnical design purposes for the foundation of the proposed building A qualified structural engineer should perform the design of the foundation for proper footing proportions and adequate reinforcing GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 10 Lateral Load Resistance Lateral load resistance will be developed by a combination of friction acting at the base of foundations and slabs and the passive earth pressure developed by footings below grade Passive pressure and friction may be used m combination, without reduction, m determining the total resistance to lateral loads A one-third increase in the passive pressure value may be used for short duration wind or seismic loads A coefficient of friction of 0 35 may be used with dead load forces for footings placed on non-expansive structural compacted fill An allowable passive earth pressure of 250 psf per foot of footing depth below the lowest adjacent grade (pcf) may be used for the sides of footings placed against properly compacted structural fill or poured against undisturbed suitable bearing existing soils The maximum recommended allowable passive pressure is 2,000 psf Bearing Material Catena In order to achieve the recommended 3,000 psf bearing capacity, soil suitable for both direct and indirect (structural fill subgrade within the foundation influence zones) foundation support should meet the following criteria These soils should exhibit at least a firm relative density for non-cohesive soils (average corrected N-value of at least 11), or a stiff comparative consistency for cohesive soils (average qu value of at least 1 5 tsf) For design and construction estimating purposes, suitable bearing soils are expected at 1A to 2 feet depths below existing grades at the test borings Actual depths to suitable bearing soils may vary between test boring locations Structural fill placed and compacted under engineering controlled conditions is considered to be suitable for direct foundation support We recommend that evaluation of the foundation bearing soils be performed by a qualified geotechnical engineer at the time of construction, prior to placement of reinforcing steel. Evaluation should be performed to a minimum depth of 4 feet or the equivalent of two footing widths (or thickened slab width) below bearing grade. Evaluation should include appropriate bearing capacity testing, dependent upon soil type, to verify in-situ strength. The actual depth of evaluation may be revised at the discretion of the geotechnical engineer If unsuitable bearing soils are encountered, they should be compacted m-place, if feasible Alternatively, unsuitable beanng soils should be excavated to a suitable bearing soil subgrade and the foundations extended by stepping, or with thickened footing pads by extending the excavations to a lateral extent as defined by Item No 3 of the enclosed Guide Specifications, and backfilled with structural compacted fill to develop a uniform beanng grade GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad. California Project No 2G-9904015 Page 11 Foundation Embedment In accordance with local building code a minimum 18-inch foundation embedment depth is required It is recommended that all exterior foundations extend at least 18 inches below the adjacent exterior grade for beating capacity purposes Interior footings may be supported at nominal depth below slab grade All footings must be protected against weather and water damage during and after construction, and must be supported within suitable beanng materials as recommended herein Estimated Foundation Distortion Post-construction total and differential settlements of a shallow foundation systems designed and constructed in accordance with the recommendations provided in this report are estimated to be less than 1 0 and 0 5 inches, respectively The estimated differential movement is anticipated to result in an angular distortion on the order of 0 002 inches per inch on the basis of a minimum clear span of 20 feet The maximum estimated total and differential movement is considered within tolerable limits for the proposed structure, provided that the structural design adequately considers this distortion 5.6 Floor Slab Recommendations Sub grade The floor slab subgrade should be prepared in accordance with the appropriate recommendations presented in the Site Development Recommendations section of this report Foundation, utility trenches and other below-slab excavations should be backfilled with structural compacted fill in accordance with the project specifications Design The floor of the proposed structure may be constructed as a slab-on-grade supported by a properly prepared subgrade If desired, the floor slab may be poured monohthically with pen meter foundations where the foundations consist of thickened sections thereby using a "turned-down" construction technique A 3-inch thick dramable base, underlain by a 2-inch thick sand cushion on top of a synthetic sheet should placed immediately below the floor slabs to serve as a vapor barrier capillary break to protect moisture sensitive floor coverings (i e tile, etc ) If materials undei lying the synthetic sheet contain sharp, angular particles layer of sand should be placed between the synthetic sheet and the sharp, angular particles to protect the synthetic sheet from puncture In addition, the vapor barrier sheets should be evaluated for holes and/or punctures pnor to placement GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 12 and the edges overlapped and taped Proper curing techniques are recommended to reduce the potential for excessive shrinkage cracking or curling Based on the recommended subgrade preparation and the anticipated live floor loading, a 4- inch thick concrete slab with a 4-inch thick aggregate base course is considered to be suitable Conventional slab reinforcement such as welded wire mesh (6x6-Wl 4xWl 4 WWM) positioned at mid-height within the slab section is considered adequate for geotechmcal design purposes A qualified structural engineer should perform the actual design of the slabs to ensure proper thickness and reinforcing Estimated Distortion With the recommended site preparation and construction observation, the post-construction total and differential settlement of the floor slabs, constructed as recommended are estimated to be less than 0 5 and 0 3 inches, respectively Movements of the slab on the order of those estimated for foundations should be anticipated where the floor is cast monohthically with the foundation The estimated differential movement is anticipated to occur across the short dimension of the structure and is expected to be within tolerable levels 5.7 Pavement Recommendations Following completion of the recommended subgrade preparation procedures, the pavement subgrade soils are expected to consist of medium plastic silty clay which is classified as a poor subgrade soils based on the Unified Soil Classification System designation of SC-CL The general subgrade soils are anticipated to exhibit an R-value in the range of 5 to 30 when properly prepared Since an R-value test was not included in the authorized scope of services, an R-value of 20 has been used for pavement design The City of Carlsbad may require specific R-value testing to allow the use of the following design section or may specify a code section in lieu of R-value testing To use this R-value, all fill added to the pavement subgrade must have pavement support characteristics at least equivalent to the existing soils, and must be placed and compacted in accordance wilh the project specifications Asphalt Pavements The following table presents the recommended pavement section consisting of asphaltic concrete over a granular base, along with the appropriate CALTRANS specifications for proper matenals and placement procedures An alternate pavement section has been provided for use in parking stall areas due to the anticipated lower traffic intensity in these areas However, care must be used so that truck traffic is excluded from areas where the thinner pavement section is used, since GILES ENGINEERING ASSOCIATES, INC Proposed KinderCare Learning Center Carlsbad, California Project No 2G-9904015 Page 13 premature pavement distress may occur In the event that heavy vehicle traffic cannot be excluded from the specific areas, the pavement section recommended for drive areas should be utilized throughout the parking lot ASPHALT PAVEMENTS Materials Asphaltic Concrete Surface Course (b) Asphaltic Concrete Binder Course (b) Crushed Aggregate Base Course NOTES Thickness (inches) Parking Stalls 1 2 5 Drive Lanes 1 2 7 CALTRANS Specifications Section 39, (a) Section 39, (a) Section 26, Class II (R-value at least 78) (a) Compaction to density between 95 and 100 percent of the 50-Blow Marshall Density (b) The surface and binder course may be combined as a single layer placed in one lift if similar materials are utilized Pavement recommendations are based upon CALTRANS design parameters for a twenty- year design life and assume proper drainage and construction monitoring It is, therefore, recommended that the geotechmcal engineer observe and test subgrade preparation, and that the subgrade be evaluated immediately before pavement construction Pavement rehabilitation at 8- to 9-year intervals should be anticipated to achieve a 20-year design life Concrete Pavements Considering the higher pavement stress in the trash enclosure loading zone, a 6-inch thick, properly reinforced concrete pavement underlain by a 4-inch compacted coarse granular base placed on a properly prepared subgrade should be considered Minimum reinforced within concrete pavements is recommended to consist of heavy welded wire mesh (6x6-W2 9xW2 9 WWM) Materials and construction procedures for concrete pavements should be in accordance with Section 40 of the CALTRANS standard GILES ENGINEERING ASSOCIATES, INC APPENDIX A PROJECT DETAILS The information enclosed herein provides a brief description of assumed project details If, however, the actual details are different than the assumed details, Giles must be notified, since changes and/or additions to the geotechmcal recommendations may be necessaiy GILES ENGINEERING ASSOCIATES, INC PROPOSED KINDERCARE LEARNING CENTER CARLSBAD,CALIFORNIA PROJECT DETAILS Building Project information provided by the client indicates that the proposed building will consist of a one-story structure The building has maximum overall plan area of about 9,897 square feet This building will not include a basement The proposed structure will be supported by interior and exterior load bearing walls and isolated interior columns The maximum combined live and dead loads supported by the bearing walls and columns are assumed to be about 2,000 pounds per linear foot (plf) and 20,000 pounds, respectively, based upon previous experience with similar developments The live load supported by the floor slab will be a maximum of 100 pounds per square foot (psf) Pavement The parking lot is anticipated to be subjected to primarily automobile traffic with occasional heavy truck traffic The parking lot pavement sections have been designed assuming two, 18-kip truck loads, and 1,000 cars per day in drive lanes, and a lesser volume of cars and no trucks in parking stalls for a 20-year design life GILES ENGINEERING ASSOCIATES, INC APPENDIX B FIGURES AND TEST BORING LOGS The Boring Location Plan contained herein was prepared based upon information supplied by Giles' client, or others, along with Giles' field measurements and observations The diagram is presented for conceptual purposes only and is intended to assist the reader in report interpretation The Test Boring Logs and related information enclosed herein depict the subsurface (soil and water) conditions encountered at the specific boring locations on the date that the exploration was performed Subsurface conditions may differ between boring locations and within areas of the site that were not explored with test borings The subsurface conditions may also change at the boring locations over the passage of time GILES ENGINEERING ASSOCIATES, INC NOTE Dimensions indicate approximate methodot locating test bonnes m the field with respect to southwest comer oT site Bonns; Location Planauapted trom Site Plan provided bv client ?| B VI tor Boring Elevations, top of curb Plum Tree Road '\ssumed EL 100 00 Figure 1 BORING LOCATION PLAN Proposed KinderCare Learning Center Hidden Vailey Road and Plum Tree Road Carlscad, California Project No 2G-9904015 SCALE 1 Inch = 60 Feet GILES GNGINEERING INC RECORD OF SUBSURFACE EXPLORATION BORING NO. & LOCATION! NO ^LOCATION1 (SEBuilding) SURFACE ELEVATION 101_4 COMPLETION DATE _5/18/99_ _ FIElD~R"EPRESETifATlVE~ Scott Watson PROJECT PR6jE"cfT6"CATICTN NEC Hidden Valley Rd and Plum Tree Rd i Carlsbad, California PROJECT NUMBER 2G-9904015 GILES ENGINEERING ASSOCIATES, INC. Dallas Madrson Atlanta Milwaukee Los Angeles Washington, D C Seattle MATERIAL DESCRIPTION Feet Below Surface Sample No & Type N (per 12 \ (tsf)(tsf) (tsf) W PID i NOTES Brown Silty Clay, little fine to coarse Sand - Dry 1-AU Orangish Brown fine to coarse Sandy Clay Damp 2-CS 25 3-CS - Moist 4-CS Brown Clayey fine to coarse Sand - Moist Dark brown and Black fine to coarse Sand - Dry Orangish Brown fine to coarse Sand, trace Clay - Damp 5-CS 24 30 34 I I 6-CS I 34 10— 7-SS 13 I 45 45+ 40 14 16 BDL i Dd=l22pcf BDL 17 ! BDL 17 BDL BDL ; 7 BDL Dd=113pcf Dd=112 pcf Dd=108pcf Dd=108pcf Boring Terminated at 15' WATER OBSERVATION DATA REMARKS j V. j WATER ENCOUNTERED DURING DRILLING None ' WATER LEVEL AFTER REMOVAL Dry CAVE DEPTH AFTER REMOVAL 13 5 WATER LEVEL AFTER HOURS CAVE DEPTH AFTER HOURSI US5 Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considerably betweenborings Location of Test Boring is shown on the Boring Location Plan RECORD OF SUBSURFACE EXPLORATION BORING NO & LOCATION.2 (NE Building) SURFACE ELEVATION 1023 COMPLETION DATE 5/18/99 FIELD REPRESENTATIVE Scott Watson PROJECT ! Proposed KmderCare Learning Center No 1634 TpRQJECT LOCATION _[_ NEC Hidden Valley Rd and Plum Tree Rd i ! Carlsbad, California PROJECT NUMBER 2G-9904015 r^r ^^GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Atlanta Milwaukee Los Angeles Washington, D C Seattle MATERIAL DESCRIPTION Brown Silty clay, little fine to coarse Sand - Dry Brown Silty fine to coarse Sand, little Clay, some Cementation - Moist Light Brown Silty Clay, some fine to medium Sand - Damp~ Light Brown Clay, trace Silt - Moist - Brown Clayey fine to coarse Sand - Dry - - Light Brown fine to coarse Sand - Dry - Feet Below Surface - - 5_"• - . - m—I U - — -i <=; Sample No & Type 1-AU 2-SS 3-SS 4-SS 5-SS 6-SS N (perl 2") 18 13 11 27 15 (tslf)(tsPf) 45 30 (tsO w 12 13 26 3 3 PID BDL BDL BDL BDL BDL NOTES Boring Terminated at 15' WATER OBSERVATION DATA REMARKS J£J WATER ENCOUNTERED DURING DRILLING None %.} WATER LEVEL AFTER REMOVAL Dry — | CAVE DEPTH AFTER REMOVAL 13 5 ' WATER LEVEL AFTER HOURS CAVE DEPTH AFTER HOURS Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considerably betweenborings Location of Test Boring is shown on the Boring Location Plan RECORD OF SUBSURFACE EXPLORATION! BORING NO & LOCATION .3 (Middle Building) SURFACE ELEVATION 101 7 COMPLETION DATE 5/18/99 FIELD REPRESENTATIVE Scott Watson PROJECT 1634 PROJE"cfLCATION ___ NEC Hidden Vajley Rd_and_P l^mJjree_Rd _Carlsbad,_Califprnia PROJECT NUMBER 2G-9904015 GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Atlanta Milwaukee Los Angeles Washington, D C Seattle MATERIAL DESCRIPTION Feet Below Surface Sample No & Type Per N qu(tsf)(tsPf)(tsf) w PID NOTES Brown Silty Clay, little fine to coarse Sand - Dry 1-AU Dark Brown fine to coarse Sandy Clay - Dry 2-SS 29 Brown fine to coarse Sandy Clay - Damp 3-SS 24 45+ 45+ ; Boring Terminated at 15' 10 15 BDL BDL NOTE A Orangish Brown Clayey fine to coarse Sand - Damp Brown Clayey fine to coarse Sand - Dry Dark Brown and Black fine to coarse Sand - Dry r 5__ - •i n —1 U -.-IC — 4-SS 5-SS 6-SS 27 22 17 8 3 5 BDL BDL BDL WATER OBSERVATION DATA REMARKS i WATER ENCOUNTERED DURING DRILLING None i NOTE A Sample 0 to 5 feet WATER LEVEL AFTER REMOVAL Dry CAVE DEPTH AFTER REMOVAL 13 5 y_ WATER LEVEL AFTER HOURS 3 CAVE DEPTH AFTER HOURS El=65 LL=43, Pl=28 Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considerably betweenborings Location of Test Boring is shown on the Boring Location Plan RECORD OF SUBSURFACE EXPLORATION BOR1NG 4W™g) SURFACE ELEVATION 101 3 COMPLETION DATE 5/1 8/99 FIELD REPRESENTATIVE Scott Watson PROJECT Proposed KmderCare Learning Center No 1634 PROJECT LOCATION NEC Hidden Valley Rd and Plum Tree Rd Carlsbad, California PROJECT NUMBER 2G-9904015 (QCM*P GILES ENGINEERING ASSOCIATES, INC. Dallas Madi&on Atlanta Milwaukee Los Angeles Washington, D C Seattle MATERIAL DESCRIPTION : Feet ! Sample .. I Below No & i N | Surface Type (Per12"]j (tsf)(tsf) (tsf) w PID NOTES | Brownish Orange Silty fine to medium Sand, ! little coarse Sand, little fine Gravel, trace HOrganic Matter (Rootlets^ - Dry I Brownish Orange Silty fine to medium Sand, L trace Clay - Damp 1-AU | - 2-SS Greenish Gray Clay, trace fine to coarse Sand Moist ti Orangish Dark Brown fine to coarse Sand, trace Silt, little Clay - Damp 19 3-SS 15 387 ! 4-SS Brownish Orange fine to coarse Sand, trace Silt - Damp 28 5-SS ; 14 10- Brown Clayey fine to coarse Sand - Dry 375 BDL > 26 j BDL 9 BDL 9 BDL „ Boring Terminated at 15' _ l U ^ 6-SS 18 5 BDL j WATER OBSERVATION DATA REMARKS SZ I WATER ENCOUNTERED DURING DRILLING None £ ! WATER LEVEL AFTER REMOVAL Dry — CAVE DEPTH AFTER REMOVAL 135 WATER LEVEL AFTER HOURS CAVE DEPTH AFTER HOURS Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considerably betweenborings Location of Test Boring is shown on the Boring Location Plan RECORD OF SUBSURFACE EXPLORATION BORIN%W™Ng) SURFACE ELEVATION 1022 COMPLETION DATE 5/1 8/99 FIELD REPRESENTATIVE Scott Watson PROJECT Proposed KinderCare Learning Center No 1634 PROJECT LOCATION NEC Hidden Valley Rd and Plum Tree Rd Carlsbad, California PROJECT NUMBER 2G-9904015 r ^^ GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Atlanta Milwaukee Los Angeles Washington, D C Seattle MATERIAL DESCRIPTION Light Brown Silty fine to coarse Sand, trace fine Gravel, trace Organic Matter (Rootlets) - Dry Brown Silty fine to coarse Sand, little Clay, slightly Cemented - Damp Light Brown Silty fine to coarse Sand, slightly Cemented - Damp __ Brown fine to coarse Sandy Clay - Damp - Brown Clayey fine to coarse Sand - Dry Feet Below Surface c Sample No & Type 1-AU 2-CS 3-CS 4-CS 5-CS 6-CS N [per 12") 64 73 33 55 36 (tsf) q (tsf) 45+ (tslf) w 7 7 12 4 2 PID BDL BDL BDL BDL BDL NOTES Disturbed Sample Dd=134pcf Dd=121 pcf Dd=117pcf Dd=110pcf Dark Brown and Black fine to coarse Sand - Dry 10- 7-SS 18 BDL Boring Terminated at 1 5' WATER OBSERVATION DATA REMARKS , WATER ENCOUNTERED DURING DRILLING None I WATER LEVEL AFTER REMOVAL Dry CAVE DEPTH AFTER REMOVAL 13 5 WATER LEVEL AFTER HOURS CAVE DEPTH AFTER HOURS Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considerably betweenborings Location of Test Boring is shown on the Boring Location Plan RECORD OF SUBSURFACE EXPLORATION BORm^mTng) SURFACE ELEVATION 1022 PROJECT Proposed KmderCare Learning Center No 1634 PROJECT LOCATION NEC Hidden Valley Rd and Plum Tree Rd COMPLETION DATE j 5/18/99 I Carlsbad, California FIELD REPRESENTATIVE Scott Watson PROJECT NUMBER 2G-9904015 (ZdC-^M^ GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Atlanta Milwaukee Los Angeles Washington DC Seattle MATERIAL DESCRIPTION Brown Silty fine to coarse Sand, trace to little Clay, trace to little Organic Matter (Rootlets) - — Dry r Orangish Brown fine to coarse Sand, trace Clay - -Dry - Orangish Brown fine to coarse Sandy Clay - Dry Boring Terminated at 5' Feet Below Surface - - =•_ Sample No & Type 1-AU p.qc 3-SS N per 12") -__ 18 18 \(tsf)(tsPf)%(tsf) w(%) c 9 PID RHI BDL NOTES WATER OBSERVATION DATA REMARKS WATER ENCOUNTERED DURING DRILLING None j WATER LEVEL AFTER REMOVAL Dry CAVE DEPTH AFTER REMOVAL 3 5 WATER LEVEL AFTER HOURS CAVE DEPTH AFTER HOURS Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considorably betweenborings Location of Test Boring is shown on the Boring Location Plan RECORD OF SUBSURFACE EXPLORATION BORING NO & LOCATION7 (East Parking) SURFACE ELEVATION 1029 COMPLETION DATE 5/18/99 FIELD REPRESENTATIVE Scott Watson PROJECT Proposed KmderCare Learning Center No 1634 PROJECT LOCATION NEC Hidden Valley Rd and Plum Tree Rd Carlsbad, California PROJECT NUMBER 2G-9904015 rp=c<4*p GILES ENGINEERING ASSOCIATES, INC. Dallas Madison Atlanta Milwaukee Los Angeles Washington, D C Seattle MATERIAL DESCRIPTION Brown Silty fine to coarse Sand, trace to little Clay, trace to little Organic Matter (Rootlets) - \Dry / Brownish Orange Silty fine to medium Sand, - trace Clay - Damp Light Brown Clayey fine to medium Sand, trace coarse Sand - Damp" Boring Terminated at 5' Feet Below Surface - •• ~ IT — Sample No & Type 1-AU 9 qq 3-SS (per 12") — 20 21 q (tsf) q (ts°f) q (tsf) ,.,w 8 PID Rni BDL NOTES ! WATER OBSERVATION DATA REMARKS 2 ! WATER ENCOUNTERED DURING DRILLING None WATER LEVEL AFTER REMOVAL Dry CAVE DEPTH AFTER REMOVAL 3 5 I i WATER LEVEL AFTER HOURS j CAVE DEPTH AFTER HOURS Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considerably betweenborings Location of Test Boring is shown on the Boring Location Plan RECORD OF SUBSURFACE EXPLORATION BORING NO & LOCATION8 (North PCarkmg) SURFACE "ELEVATION" PROJECT ! PROJECT LOCATION 1029 | NEC Hidden Valley Rd_and COMPLETION DATE FIELD REPRESENTATIVE Scott Watson Carlsbad,_Cali_fprnia PROJECT NUMBER 2G-9904015 I GILES ENGINEERING! 1 ASSOCIATES, INC. Dallas Madison Atlanta Milwaukee Los Angeles Washington, D C Seattle MATERIAL DESCRIPTION Feet Below Surface ISample I M j n No & N : > Type |tPer12 (tsf) (tsf) i (%)PID NOTES Brown Silty fine to coarse Sand, trace to little Clay, trace to little Organic Matter (Rootlets) - -\Drv Orangish Brown Clayey fine to coarse Sand - _ Damp 1-AU 2-SS I Orangish Brown Clayey fine to medium Sand, trace coarse Sand - Damp- 23 3-SS 17 9 BDL 6 BDL Boring Terminated at 5' WATER OBSERVATION DATA REMARKS WATER ENCOUNTERED DURING DRILLING None WATER LEVEL AFTER REMOVAL Dry CAVE DEPTH AFTER REMOVAL 3 5 _Y_ WATER LEVEL AFTER HOURS CAVE DEPTH AFTER HOURS Changes in strata indicated by the lines are approximate boundaries between soil types The actual transition may be gradual and may vary considerably betweenborings Location of Test Boring is shown on the Boring Location Plan ASSOCIA TED LABORA TORIES 806 North Batavia - Orange, California 92868 - 714/771-6900 FAX 714/538-1209 CLIENT Giles Engineering Assoc , Inc ATTN Gary Conards 4875 E LaPalma Ave Suite 607 Anaheim, CA 92807 PROJECT #2G-9904015 SUBMITTER Client COMMENTS (1637)LAB REQUEST 37509 REPORTED 5/25/99 RECEIVED 5/20/99 This laboratory request covers the following listed samples which were analyzed for the parameters indicated on the attached Analytical Result Report All analyses were conducted using the appropriate methods as indicated on the report This cover letter is an integral part of the final report Order No 123144 123145 Client Sample Identification Bl 1-4FT B5 1-4FT Thank you for the opportunity to be of service to your company Please feel free to call if there are any questions regarding this report or if we can be of further service Titq> Parola President NOTE Unless notified in writing. all samples will be discarded by appropriate disposal protocol 30 da\-s from dale reported The reports of the Associated Laboratories are confidential property of our clients may not be reproduced or used tor publication in part or in lull without our written permission This is for the mulual protection ot the public our clients and ourselves TESTING A CONSULTING CliemiLal Microbiological Emironmcntal Lab request 37509 cover page 1 of 1 Order #:123.144 Client Sample ID: Bl 1-4FT Ma*nx SOLID Analyte Result DLR Units I I I I I I I I I I I I I I I I I • DLR = Detection limit for reporting purposes, ND = Not Detected below indicated detection limit I ASSOCIATED LABORATORIESAnalyt.cal Results Report Lab Request j7,5U9, Page 2 TogDate: 5/20/99 Date/Analyst 300 0 Soluble Sulfate in Soils by 1C "SoTuble~Sulfafe"1007 "0001""%"5/21799" " NS" Order #:Client Sample ID: B5 1-4FT Log Date: 5/20/99 Matrix SOLID Analyte Result DLR Units Date/Analyst 300 0 Soluble Sulfate in Soils bv 1C Soluble Sulfate (TOW " "0001 %"572T799 NS" APPENDIX C FIELD PROCEDURES The field operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) designation D 420 entitled "Standard Guide for Sampling Soil and Rock" and/or other relevant specifications Soil samples were preserved and transported to Giles1 laboratory in general accordance with the procedures recommended by ASTM designation D 4220 entitled "Standard Practice for Preserving and Transporting Soil Samples " Bnef descriptions of the sampling, testmg and field procedures commonly performed by Giles are provided herein GILES ENGINEERING ASSOCIATES, INC FIELD SAMPLING AND TESTING PROCEDURES Auger Sampling (AID Soil samples are removed from the auger flights as an auger is withdrawn above the ground surface Such samples are used to determine general soil types and identify approximate soil stratifications Auger samples are highly disturbed and are therefore not typically used for geotechmcal strength testing Split-Barrel Sampling (SS) - (ASTM D-1586) A split-barrel sampler with a 2-inch outside diameter is driven into the subsoil with a 140-pound hammer, free-falling a vertical distance of 30 inches The summation of hammer-blows required to drive the sampler the final 12 inches of an 18-inch sample interval is defined as the "Standard Penetration Resistance" or "N-value " The N-value is representative of the soils' resistance to penetration The N-value is therefore an index of the relative density of granular soils and the comparative consistency of cohesive soils A soil sample is collected from each SPT interval Shelby Tube Sampling (ST) - (ASTM D-1587) A relatively undisturbed soil sample is collected by hydraulically advancing a thin- walled Shelby Tube sampler into a soil mass Shelby Tubes have a sharp cutting edge and are commonly 2 to 5 inches in diameter Unless otherwise noted, Giles uses 3-inch-diameter tubes Bulk Sample (BS) A relatively large volume of soil is collected with a shovel or other manually- operated tool The sample is typically transported to Giles' materials laboratory in a sealed bag or bucket Dynamic Cone Penetration Test (DC) - (ASTM STP 399) This test is conducted by driving a 1 5-mch-diameter cone into the subsoil using a 15-pound steel ring (hammer), free-falling a vertical distance of 20 inches The number of hammer-blows required to drive the cone 1 % niches is an indication of the soil strength and density, and is defined as "N " The Dynamic Cone Penetration test is commonly conducted in hand auger borings, test pits and within excavated trenches - Continued - GILES ENGINEERING ASSOCIATES, INC Ring-Lined Barrel Sampling - (ASTM D 3550) In this procedure, a ring-lined barrel sampler is used to collect soil samples for classification and laboratory testing This method provides samples that fit directly into laboratory test instruments without additional handling/disturbance Sampling and Testing Procedures The field testing and sampling operations were conducted in general accordance witlii the procedures recommended by the American Society for Testing and Materials (ASTM) and/or 'Other relevant specifications Results of the field testing (i e N-values) are reported on the Test Boring Logs Explanations of the terms and symbols shown on the logs are provided on the appendix enclosure entitled "General Notes " GILES ENGINEERING ASSOCIATES, INC APPENDIX D LABORATORY TESTING AND CLASSIFICATION The laboratory testing was conducted under the supervision of a geotechmcal engineer in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications Brief descriptions of laboratory tests commonly performed by Giles are provided herein GILES ENGINEERING ASSOCIATES, INC LABORATORY TESTING AND CLASSIFICATION Photoiomzation Detector (PIP) In this procedure, soil samples are "scanned" in Giles' analytical laboratory using a Photoiomzation Detector (PID) The instrument is equipped with an 11 7 eV lamp calibrated to a Benzene Standard and is capable of detecting a minute concentration of certain Volatile Organic Compound (VOC) vapors, such as those commonly associated with petroleum products and some solvents Results of the PID analysis are expressed in HNu (manufacturer's) units rather than actual concentration Moisture Content (w) (ASTM D 2216) Moisture content is defined as the ratio of the weight of water contained within a soil sample to the weight of the dry solids within the sample Moisture content is expiessed as a percentage Unconfined Compressive Strength (qu) (ASTM D 2166) An axial load is applied at a uniform rate to a cylindrical soil sample The uneonfined compressive strength is the maximum stress obtained or the stress when 15 % axial strain is reached, whichever occurs first Calibrated Penetrometer Resistance (qp) The small, cylindrical tip of a hand-held penetrometer is pressed into a soil sample to a prescribed depth to measure the soils capacity to resist penetration This test is used to evaluate uneonfined compressive strength Vane-Shear Strength (qs) The blades of a vane are inserted into the flat surface of a soil sample and the vane is rotated until failure occurs The maximum shear resistance measured immediately prior to failure is taken as the vane-shear strength Loss-On-Igmtion (ASTM D 2974 Method C) The Loss-On-Igmtion (L O I) test is used to determine the organic content of a soil sample This procedure is conducted by heating a dry soil sample to 440 °C in order to burn- off or "ash" organic matter present within the sample The L O I value is the ratio of the weight lost due to ignition compared to the initial weight of the dry sample L O I is expressed as a percentage GILES ENGINEERING ASSOCIATES, INC Particle Size Distribution (ASTM D 421. D 422. and D 1140) This test is performed to determine the distribution of specific particle sizes (diameters) within a soil sample The distribution of coarse-grained soil particles (sand and gravel) is determined from a "sieve analysis," which is conducted by passing the sample through a series of nested sieves The distribution of fine-grained soil particles (silt and clay) is determined from a "hydrometer analysis," which is based on the sedimentation of particles suspended in water Consolidation Test (ASTM D 2435) In this procedure, a series of cumulative vertical loads are applied to a small, lateral ly confined soil sample During each load increment, vertical compression (consolidation) of the sample is measured over a period of tune Results of this test are used to estimate settlement and time rate of settlement Classification of Samples Each soil sample was visually-manually classified, based on texture and plasticity, in general accordance with the Unified Soil Classification System (ASTM D-2488-75) The classifications are reported on the Test Boring Logs Laboratory Testing The laboratory testing operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and/or other relevant specifications Results of the laboratory tests are provided on the Test Boring Logs or other appendix enclosures Explanation of the terms and symbols used on the logs is provided on the appendix enclosure entitled "General Notes " GILES ENGINEERING ASSOCIATES, INC California Bearing Ratio (CBR) Test ASTM D-1833 The CBR test is used for evaluation of a soil subgrade for pavement design The test consists of measuring the force required for a 3-square-mch cylindrical piston to penetrate 0 1 or 0 2 inches into a compacted soil sample The result is expressed as a percent of force required to penetrate a standard compacted crushed stone Unless a CBR test has been specifically requested by the client or heavy traffic loads are expected, the CBR is estimated from published charts, based on soil classification and strength characteristics A typical correlation chart is indicated below CALIFORNIA 9EARINC MTIO-CBR 6 7 8 9 10 ij » 23 »ao to TO M> woolit It I t i ! i ASTUSOIL CwASSf hM Cl> ICATION ST nl STEM CP ^M sw SM sc 5 r»* 1 Ml.f f» 1 i<- HI— ^B^M °L« M*« AJksxro sOIL C .AS!IFICATON till C» : : I A-i-o : *.— 9 1 A-;-* A-2-s : A-5 A** FEDERAL AVSOIL aATOM LASS AO FICA MINlSTf TION t-«t 9 ; f iOt-n £-1? S l( o 0 t 20 3 1 ISO IO MOC 4«r ULUS ( AT ON i 1 E- ? 6-2 1 ME ; i SISTANCE VALUE-* M SO 1 TO 3F SUBGRAOE R 2OO B 2 EARING uku C l t 1 CACTtON « PSl PER 290 300 30 . CALIFORNIA BEARING RATIO- C8R 1 ' t m ' «oo 4O 9C» ( 2O , = oo 6 TOO 3 I 1 3 4 36789 10 a 2O 2S 30 40 iO SO TO SO 9OCt GILES ENGINEERING ASSOCIATES, INC APPENDIX E GENERAL INFORMATION GILES ENGINEERING ASSOCIATES, INC GENERAL COMMENTS The soil samples obtained during the subsurface exploration will be retained for a penod of thirty days If no instructions are received, they will be disposed of at that lime This report has been prepared exclusively for the client in order to aid in the evaluation of this property and to assist the architects and engineers in the design and preparation of the project plans and specifications Copies of this report may be provided to contractor(s), with contract documents, to disclose information relative to this project The report, however, has not been prepared to serve as the plans and specifications for actual construction without the appropriate interpretation by the project architect, structural engineer, and/or civil engineer Reproduction and distribution of this report must be authonzed by the client and Giles This report has been based on assumed conditions/characteristics of the proposed development where specific information was not available It is recommended that the architect, civil engineer and structural engineer along with any other design professionals involved in this project carefully review these assumptions to ensure they are consistent with the actual planned development When discrepancies exist, they should be brought to our attention to ensure they do not affect the conclusions and recommendations provided herein The project plans and specifications may also be submitted to Giles for review to ensure that the geotechnical related conclusions and recommendations provided herein have been correctly interpreted The analysis of this site was based on a subsoil profile interpolated from a limited subsurface exploration If the actual conditions encountered during construction vary from those indicated by the borings, Giles must be contacted immediately to determine if the conditions alter the recommendations contained herein The conclusions and recommendations presented in this report have been promulgated in accordance with generally accepted professional engineering practices in the field of geotechnical engineering No other warranty is either expressed or implied GILES ENGINEERING ASSOCIATES, INC GUIDE SPECIFICATIONS FOR SUBCRADE AND PREPARATION FOR FILL, FOUNDATION, FLOOR SLAB AND PAVEMENT SUPPORT; AND SELECTION, PLACEMENT AND COMPACTION OF FILL SOILS USING MODIFIED PROCTOR PROCEDURES Construction monitoring and testing of suhgrades and grades for fill, foundation, floor slab and pavement, and fill selection, placement and compaction shall be performed by an experienced soils engineer and/or his representatives All compacted fill, subgrades, and grades shall be (a) underlain by suitable bearing material, (b) free oi all organic frozen, or other deleterious material, and (c) observed, tested and approved by qualified engineering personnel representing an experienced soils engineer Preparation of subgrades after stripping vegetation, organic or other unsuitable materials shall consist of (a) proofrolhng to detect soft, wet, yielding soils or other unstable materials that must be undercut, (b) scarifying top 6 to 8 inches, (c) moisture conditioning the soils as required, and (d) recompaction to same minimum m-situ density required for similar material indicated under Item 5 Note Compaction requirements for pavement subgrade are higher than other areas Weather and construction equipment may damage compacted fill surface and reworking and retestmg may be necessary for proper performance In overexcavation and fill areas, the compacted fill must extend (a) a minimum 1 foot lateral distance beyond the exterior edge of the foundation at bearing grade or pavement at subgrade and down to compacted fill subgrade on a maximum 0 5(H) l(v) slope, (b) 1 foot above footing grade outside the building, and (c) to floor subgrade inside the building Fill shall be placed and compacted on a 5(H) 1 (V) slope or must be stepped or benched as required to flatten if not specifically approved by qualified personnel under the direction of an experienced soils engineer The compacted fill materials shall beiree oi deleterious, oiganic, or irozen matter, shall contain no chemicals that may result in the material being classified as "contaminated", and shall be low-expansive with a maximum Liquid Limit (ASTM D-423) and Plasticity Index (ASTM D-424) of 30 and 15, respectively, unless specifically tested and found to have low expansive properties and approved by an experienced soils engineer The top 12 inches of compacted fill should have a maximum 3 inch particle diameter and all underlying compacted fill a maximum 6 inch diameter unless specifically appioved by an experienced soils engineer All fill material must be tested and approved under the direction of an experienced soils engineer pnoi to placemenl If the fill is to provide non-frost susceptible characteristics, it must be classified as a clean GW, GP, SW or SP per Unified Soils Classification System (ASTM D-2487) For structural fill depths less than 20 feet, the density of the structuial compacted fill and scarified subgrade and grades shall not be less than 90 percent of the maximum dry density as determined by Modified Proctor (ASTM D-1557) with the exception of the top 12 inches of pavement subgrade which shall have a minimum m-situ density ot 95 percent of maximum dry density, or 5 percent higher than underlying structural fill materials Where the structural fill depth is greater than 20 feet, the portion below 20 feet should have a minimum m-place density of 95 percent of its maximum diy density or 5 percent higher than the top 10 feet Cohesive soils shall not vary by more than -1 to +3 percent moisture content and gi anular soil ±3 peicent from the optimum when placed and compacted or recompacted, unless specifically recommended/approved by the soils engineer observing the placemenl and compaction Cohesive soils with moderate to high expansion potentials (PJ>15) should, however, be placed, compacted and maintained prior to construction at a 3±1 percent moisture content above optimum moisture content to limit future heave Fill shall be placed in layers with a maximum loose thickness of 8 inches for foundations and 10 inches for floor slabs and pavements, unless specifically approved by the soils engineer taking into consideration the type of materials and compaction equipment being used The compaction equipment should consist of suitable mechanical equipment specifically designed for soil compaction Bulldozers or similar tracked vehicles are typically not suitable for compaction Excavation, filing, subgrade grade preparation shall be performed in a mannei and sequence that will provide drainage at all times and proper control of erosion Precipitation, springs, and seepage water encountered shall be pumped or drained to provide a suitable working platform Springs or water seepage encountered during grade/foundation construction must be called to the soils engineer's attention immediately for possible construction procedure revision or inclusion of an underdram system Non-structural fill adjacent to structural fill should typically be placed in unison to provide lateral support Backfill along walls must be placed and compacted with care to ensure excessive unbalanced lateral pressui es do not develop The type of fill material placed adjacent to below grade walls (i e basement walls and retaining walls) must be properly tested and approved by an experienced soils engineer with consideration for the lateral pressure used in the wall design Wherever, in the opinion of the soils engineer or the Owner's Representatives, an unstable condition is being created either by cutting or filling, the work should not proceed into that area until an appropriate geotcchmcal exploration and analysis has been performed and the grading plan revised, if found necessary GILES ENGINEERING ASSOCIATES, INC I I I I I I I I I I I I I I I I I I I UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) Ma/or Divisions Coarse grained soils(More than half of material is larger than No 200 sieve size)Fine grained soils(More than half material is smaller than No 200 sieve)Gravels(More than half of coarse fraction islarger than No 4 sieve size)c Sandsan half of coarse fractioir than No 4 sieve size)c = S 65 "Clean gravels(Little or no fines)Gravels with fines(Appreciable amountof fines)Clean sands(Little or no fines)c: f» 3 Sands wi(Appreciablof firS C ra ~ o S "3 — C w c 1/3 "O g ts and claysv5 Liquid limn greater than 50)> u ll| I 0 Group Symbols GW GP GMa GC d u SW SP SMa SC d u ML CL OL MH CH OH Pt Typical Names Well-graded gravels gravel sand mix tures little or no fines Poorly graded gravels gravel sand mix tures little or no fines Silty gravels gravel sand silt mixtures Clayey gravels gravel sand-clay mix lures Well-graded sands gravelly sands little or no fines Poorly graded sands gravelly sands little or no fines Silty sands sand silt mixtures Clayey sands sand clay mixtures Inorganic silts and very 'me sands rock flour siltv or clayey fine sands or clayey silts with slight plasticity Inorganic clavs ot low to medium plasticity gravelly clavs sandy clavs silty clays lean clays Organic silts and organic silty clavs of low plasticity Inorganic silts micaceous 01 diatoma ceous fine sandy or silly soils elastic silts Inorganic clavs of high elasticity fat clays Organic clays of medium to high plasticity organic silts Peat and other highly organic soils Laboratory Classification Criteria Determine percentages ol sand and gravel from gram size curveDepending on percentage of fines (fraction smaller than No 200 sieve size) coarse grainedsoils arc classified as followsLess than 5 per cent GW, GP SW SPMore than 12 per cent GM GC SM SC5 to 1 2 per cent Borderline cases requiring dual symbols'160 .- 50 i I4°r $ 30 r- Si 1 °- 20 *- I0r- o 0 _°60 0,0 ter than 4 Cc (D>o>2 o,0xo60 een 1 and 3 Not meeting all gradation requirements for GW Atterberg limits below line or P 1 less than 4 'A Atterberg limits below A line with P I greater than 7 Cu D6 o, 3 3 ter than 6 Q; = Above A line with P 1 between 4 and ~i are border line cases requiring use of dual symbols (030)2 Ojo x 060 een 1 and 3 Not meeting all gradation requirements for SW Atterberg limits above line or P i less than 4 A Atterberg limits above A line with P ! greater than 7 Plasticity ~1 __ -CL 10 2 - CL ML- WF / Ml - 7- .and OL Lim zone and reau DO'S Chart ts clotting m hatched with P i between 4 7 are borderline cases ring use ol dual sym i / CH ^ / S OH: and MH 1 A. ..jn 0 30 40 SO 60 ^0 80 90 1 00 Liquid limit "Division of GM and SM groups into subdivisions of a ana u are for roads ana airf.elds only Subdivision 15 based on Anereerg li L L is 28 or less and the PI is 6 or less the suffix u used when L L is greater than 28 Borderline classifications used for soils possessing characteristics of two groups are designated by combinations of grouoGW GC well graded gravel sand mixture with clay binder ruts suffix d used when symbols For examole GILES ENGINEERING ASSOCIATES, INC ••^i^H^1I^•^H^T^^^|>^E>.^^3bBfe^ ^^^^•P rJoHj 1 1 fei^1 1 •§^|NV jtelo^1 ^^ lu r •s^B•o nIce ^•^•H^•f^ •^w •^^lui j• ^IHL.0 .,S-"S1 1«3 >« *o"3^>9bC0bC< ~> ">« CCfl ™ 1-^«t « ^« i- -5 MS« -S J>£% te Q C< "e^f •5 Ce i c:•eiC, •4 m j I ( | t Q « 1• a n2 «i j A52 W ^ s1 Hte! i S "£o S£ S £^i s =^ E ts!? J3 «•^ ^M**^ 4>Q -^fH HM•• "e3N^ MI**" ^^jt)!1 ~« Si O3 M S » f 5^ " "ti "S2 Ci O> Jj> ^EmbankmentMaterial3 >>PermeabllltS1 B: o S g 5 53S a 3.W: -a 5 C ) w 2 ^t ,5 C^ ; 0 0,3 IM ^^ . w Charactensi/iA •«•1 J •4_>Co>"(jjuw^^^H Qea 0PH PH T)OOO •4-1 Excellenwo > „Good drainagepervious1> C 0 to ^ •ncoi <N 13-2^en *d"O tractor, rubberor vibratory rol*O QJ O O O r^O % t o0PH1O . 0Q PL. ^ ^ O(U OO 00 PH1 2 Reasonablystable-Good dramagfperviousoc0 1 <£ uo CS iin T-H 13_OJ -C u tractor, rubberor vibratory rolT3 TjO IDo ,cO ^ PHO ,_<sQ^OtH00OHuOO0,0 s£ +-» g-aS5 Oa> o 0 00 w 2 ReasonablystablePoor drainage,semiperviousc*o 00 10 f^l 10tN ^^ "op rubber-tired 01foot roller03 -O OHo n> o-S i ,__,C*^<ooW•4— >§1-~oXPJb2T3OO * 0 J •oooO ReasonablystablePoor drainage,imperviousI3 00 oro t V-H 1-1 S1 :o fair rubber-foot roller•*" 03 -O OH §|o-S uo *OOooo3 i— 1a S03 OPH OH._00OH O •+•> 3 PH •oOOO 0> 1 i3 »r Good drainageperviousue8 VIO <J O f^l 1o *~^ t_l -tired 01t-T JU 1*2 lit0 -00 > 00 IH<2Q.Ooi-<ooZH . 0Q 2 0 ._o a Reasonablystable whendense*cT Good drainagepervious<ac0 W1<; ocs 1oo 13 1 !i•5 *2 o £O > OH00 In(3H-HosooOHl_iOoOH - 0Q OH O •ao ,_Reasonablystable whendensePoor drainage,imperviousto 00 VICM — ,I i-H r— « ^oo2Ol Q. Ol 0 T3 1 S II 00 ; .JiT— H'fljoPJ«-J3*— H<Jxw)_l00ao+••i_l t2 2 0 1-o a Reasonablystable1 Poor drainage,imperviouso c £ 3 w E "0fN — >OO '-H 0-oa :o fair rubber-foot roller— 03*^ OHo w 61 Uoo .o0PHt-tOoOHV13to 'oZ o a SKS 0 PH 0, PH A H Poor drainage,impervious2 E S 2 w E o(S,vS<* WS 1i :o poor rubberfoot roller••- 03 T3 OHo oS uO-S g .o.2^HOOOHU1303 O O a Sa o t^ £^Good stabilityNo drainage,imperviousE •3 § o CS 110o\ o o :o fair sheepsfc-tired roller•*• tH•O <o 61 u OJ3•23Ol•«_i2 0,0Cfl•*-• -*^Q S^j c/3<L)13Ol O 0 (2 Unstable,should not beusedPoor drainage,imperviousfj W) f] 2E •3 § o0iooo o 0Q u o•S-g o §Ox-S 2 u --0C^ 3 MH C O JD3ra303.*_>2ooOxUHO>0)33303 Sz, IHOoOH ll O o "S O JH Wl OH 03 3 Poor drainage,imperviousto W ONi Or- S "on poor sheepsfi-tired roller2 U(<li ^H ^Q 1 u3-*3i— i03•4-1Oo0^^J-lm3rt3c/3 OZ. WOo o^* Oi o £^O O OH >Fair stability,may soften onexpansionNo drainage,impervious•a 1J> *ooiooo hH « | 'oQ 1 CO t-l 2 £ U qj3S3303^^O ^^D•*-> ^HO 22 wm1303 4->O2 wQ 0 PH &U Unstable,should not beusedNo drainage,impervious00£ ^"p m j^ 1 "5Q Ol O.U U Ol O O tH PH O (D3a3VI.*_*O2 ajo•«-> ^2O 22 Sjj3303 OZ o| ^ c/3 U ^•4_> g Ii S| fe T3 00 "J > 3 5Ol 2 OH *2og1nu0M^cAuO-C/3O.SOo t, ,o CAu c(L)tjsC3 U t CQ X 1 1 T3Ca 2 4) «? Wl0\ "O —r-lining to Roads ai:ation, Vicksburg,te ^a, c D- c O ^n o.'— ' x: "3 U30 >, m M ^•i ^ 0 CO O |"*^2 -co r*" u <*> ' E t< 1•a 2C 0 _ to.-MOC u i-fled Classificaticidations," Technible if subject to iS 3 S^D o 5u fa « H "c 2= CO ?i ** * GENERAL NOTES SAMPLE IDENTIFICA TION All samples are visually classified in general accordance with the Unified Soil Classification System (ASTM D-2487-75 or D-2488-75) DESCRIPTIVE TERM (% BY DRY WEIGHT) Trace 1-10% Little 11-20% Some 21-35% And/Adjective 36-50% SOIL Dd LL PL PI LOI Gs K w qp qs qu qc PID N Nc Nr PROPERTY SYMBOLS Dry Density (pcf) Liquid Limit, percent Plastic Limit, percent Plasticity Index (LL-PL) Loss on Ignition, percent Specific Gravity Coefficient of Permeability Moisture content, percent Calibrated Penetrometer Resistance, tsf Vane-Shear Strength, tsf Unconfined Compressive Strength, tsf PARTICLE SIZE (DIAMETER) Boulders 8 in and larger Cobbles 3 in to 8 in Gravel coarse - % to 3 in fine - No 4 (4 76 mm) to 3/4 in Sand coarse-No 4 (4 76 mm) to No 10 (2 Omm) medium - No 10 (2 0 mm) to No 40 (0 42 mm) fine-No 40 (0 42 mm) to No 200 (0074 mm) Silt No 200 (0074 mm) and smaller (Non-plastic) Clay No 200 (0 074mm) and smaller (Plastic) DRILLING AND SAMPLING SYMBOLS SS Split-Spoon ST Shelby Tube - 3" O D (except where noted) CS 3"OD California Ring Sampler DC Dynamic Cone Penetrometer per ASTM Special Technical Publication No 399 AU Auger Sample DB Diamond Bit CB Carbide Bit WS Wash Sample RB Rock-Roller Bit BS Bulk Sample Note Depth intervals for sampling shown on Record of Subsurface Exploration are not indicative of sample recovery, but position where sampling initiated Static Cone Penetrometer Resistance Correlated to Unconfined Compressive Strength, tsf Results of vapor analysis conducted on representative samples utilizing a Photoionization Detector calibrated to a benzene standard Results expressed in HNU-umts (BDL=Below Detection Limits) Penetration Resistance per 6 inch interval, or fraction thereof, for a standard 2 inch O D (1% inch ID) split spoon sampler driven with a 140 pound weight free-falling 30 niches Performed in general accordance with Standard Penetration Test Specifications (ASTM D-1586) N in blows per foot equals sum of N values where plus sign is shown Penetration Resistance per P/4 inches of Dynamic Cone Penetrometer Approximately equivalent to Standard Penetration Test N-Value in blows per foot Penetration Resistance per 6 inch interval, or fraction thereof, for California Ring Sampler driven with a 140 pound weight free- falling 30 inches per ASTM D-3550 Not equivalent to Standard Penetration Test N-Value COHESIVE (CLAYEY) SOILS COMPARATIVE CONSISTENCY Very Soft Soft Medium Stiff Stiff Very Stiff Hard DEGREE OF PLASTICITY None to Slight Slight Medium High to Very High BLOWS PER FOOT (N) 0-2 3-4 5-8 9-15 16-30 31+ PI 0-4 5-10 11-30 31+ SOIL STRENGTH CHARACTERISTICS NON-COHESIVE (GRANULAR) SOILS UNCONFINED COMPRESSIVE RELATIVE STRENGTH (TSF) DENSITY 0-0 25 Very Loose 0 25-0 50 Loose 0 50-1 00 Firm 1 00-2 00 Dense 2 00-4 00 Very Dense 400+ DEGREE OF EXPANSIVE POTENTIAL PI Low 0-15 Medium 15-25 High 25+ BLOWS PER FOOT (N) 0-4 5-10 11-30 31-50 51+ GILES ENGINEERING ASSOCIATES, INC January 25, 2000 KmderCare This noise report is submitted as a requirement of our conditions to verify that our interior noise level does not exceed 45 dBA CNEL Noise Standard Nancy L Trudeau Construction Manager KmderCare Learning Centers 23832 Rockfield Boulevard Suite 225 Lake Forest California 92630 949 609 7025949 609 7077 faxCrr-f JIT NOISE ASSESSMENT AND NOISE CONTROL RECOMMENDATIONS FOR THE PROPOSED KINDERCARE LEARNING CENTER, CARLSBAD Project File 124-00 January 18, 2000 Prepared for KmderCare Learning Centers 23832 Rockfield, #225 Lake Forest, CA 92630 Prepared by DavidL Wieland, PrmcipaJConsultant Wieland Associates 23276 South Pomte Drive, Suite 114 Laguna Hills, CA 92653 Tel 949/829-6722 Fax 949/829-6670 Table of Contents SUMMARY 1 PROJECT DESCRIPTION 1 NOISE STANDARDS 1 EXTERIOR NOISE LEVELS. TRAFFIC 1 AIRCRAFT 3 ASSESSMENT OF IMPACT 3 RECOMMENDATIONS 3 CONCLUSION 5 REFERENCES 6 LIST OF FIGURES FIGURE 1. Location of the Project Site 2 FIGURE 2. Location of the Project Site Relative to CNEL Noise Contours From McClellan-Palomar Airport . 4 LIST OF APPENDICES APPENDIX I. Glossary of Terms APPENDIX II. Noise Measurements APPENDIX III. Traffic Noise Analysis APPENDIX IV. Interior Noise Level Analysis K.1NDERCARE LEARNING CENTERS Project File 124-00 Summary Norse measurements were obtained at the project site to assess the existing environment Using these measurement results, and level-of-service 'C' traffic flow data for Hidden Valley Road, an analysis was performed to assess the future traffic noise environment at the site It is estimated that the future exterior traffic noise exposure level will be up to 66 dB at the nearest building fa9ade to Hidden Valley Road To achieve the City's interior noise exposure standard, sound-rated windows will be needed at Room 132 In addition, well weatherstnpped windows and doors, and interior sound absorptive materials will be needed at those interior spaces on the northwest and southwest elevations of the building Mechanical ventilation will also be required since the interior noise standard is to be achieved with windows and doors closed Project Description The proposed project consists of a day care center to be located on a vacant lot at the northeast corner of Hidden Valley Road and Plum Tree Road in the city of Carlsbad Figure 1 identifies the location of the project site The site is bounded on the north and east by residential communities, on the south by Plum Tree Road, and on the west by Hidden Valley Road Noise Standards The conditions of approval placed on the proposed KmderCare Learning Center by the City of Carlsbad state that the interior noise exposure level must be reduced to a CNEL of 45 dB or less within any habitable space (Refer to Appendix I for a glossary of acoustical terms used throughout this report ) Exterior Noise Levels The project site is exposed to noise from traffic on the adjacent streets, and flight operations at McClellan-Palomar Airport Each of these noise sources is discussed in the following sections Traffic As indicated in Figure 1, the primary source of traffic noise affecting the project site is Hidden Valley Road Plum Tree Road is a minor collector and is not expected to contribute significantly to the overall noise exposure at the project site Measurements of the existing noise level adjacent to Hidden Valley Road were obtained on January 17, 2000 The results are summarized in Appendix II. These measurements, and the following traffic data, were used in our analysis of traffic noise exposures at the site 1 KINDERCARE LEARNING CENTERS Project File 124-00 WIELAND ASSOCIA TES Location of the Project Site Traffic Parameter Roadway Configuration Average Daily Traffic Volume (ADT)1 Posted Speed Limit % Medium Trucks % Heavy Trucks Imperial Highway 2 lanes, divided 15,000 40 mph 1 84% 0 74% Based on the above traffic data, it is estimated that the future unmitigated traffic noise exposure will be as high as 66 dB at the day care buildmg (Refer to Appendix III for ihe analysis) Aircraft In addition to traffic, the project site is exposed to noise levels generated by flight operations at McClellan-Palomar Airport Referring to Figure 2, the noise contour map provided by the City of Carlsbad for the airport indicates that the CNEL at the project site is less than 60 dB Therefore, its impact on the overall noise level at the site is considered to be insignificant Assessment of Impact As indicated in the previous sections, the exterior CNEL at the proposed KinderCare Learning Center building is estimated to be as high as 66 dB due to traffic on Hidden Valley Road Therefore, the design of the building will have to provide a noise reduction of at least 21 dB in order to comply with the City's interior CNEL standard of 45 dB Recommendations The following recommendations are provided to ensure compliance with the City's interior noise standard 1 All exterior windows should be well-fitted, well-sealed assemblies In addition, the exterior windows in Room 132 should be sound-rated assemblies that provide a minimum sound transmission class (STC) rating of 29 Single-hung windows manufactured by Better-Bilt have been assumed in our analysis If an assembly other than this is desired, it is recommended that its STC test report be reviewed by a qualified acoustical consultant to ensure compliance with the City's standards STC is per ASTM Designations E413 and E337 or E90 1 Estimated level-of-service ("LOS") 'C traffic volume LOS 'C volumes are generally considered to provide the highest noise levels for a given roadway configuration Thus, they provide a "worst case" assessment 3 KINDERCARE LEARNING CENTERS Project File 124-00 •eo o oo cj +j O I JH to-t-^ fa«M 5o o§ § o 23 §o I 1X§ 2 Exterior entry doors on the northwest and southwest elevations of the building should be solid-core assemblies, 1% " thick Any glass in the doors should be minimum '/»" thick or dual pane The doorframes should be well weatherstnpped on all edges with a deep, wide and compliant pile The weatherstnpping should be compressed when the door is closed All exterior doors should be kept closed when not in use 3 Interior sound absorption in spaces with exterior windows or doors on the northwe st and southwest elevations should be accomplished as follows • Interior walls should be covered with a layer of minimum '/i" dry wall • Ceilings should consist of suspended acoustical tiles having a minimum noise reduction coefficient (NRC) of 0 75 The tiles should not be painted 4 Mechanical ventilation and cooling is required in order to maintain a habitable environment within the interior spaces Conclusion Analysis indicates that the project site is exposed to significant levels of noise as a result of traffic on Hidden Valley Road However, it is concluded that the project, as recommended herein, will comply with the City's interior CNEL standard of 45 dB The acoustical design, as recommended above for compliance with the interior noise standard, is to be met for the average sound level in any habitable space within the project at the central position of the space and at least 5' from windows or exterior doors KINDERCARE LEARNING CENTERS Project Kile 124-00 References 1 Architectural Drawings prepared by Kishimoto Architects, Inc , December 20, 1999 2 Grading Plan prepared O'Day Consultants, November 1999 KINDERCARE LEARNING CENTERS Project File 124-00 APPENDIX I Glossary of Terms Glossary of Terms The following is a list of definitions of terms commonly used in the field of acoustics Some, or all, of these terms may have been used in the preceding report Ambient Noise The all-encompassing noise associated with a given environment at a specified time, usually a composite of sound from many sources both near and far Average Sound Level See Equivalent-Continuous Sound Level A-WeightedSound Level, dB(A) The sound level obtained by use of A-weightmg Weighting systems were developed to measure sound in a way that more closely mimics the ear's natural sensitivity The A- weightmg system is incorporated into the sound level meter to alter its sensitivity relative to frequency so that the instrument is less sensitive to noise at frequencies where the human ear is less sensitive and more sensitive at frequencies where the human ear is more sensitive (Refer to Figure 1-1 for typical noise source levels) Community Noise Equivalent Level (CNEL) A 24-hour A-weighted average sound level which takes into account the fact that a given level of noise may be more or less tolerable depending on when it occurs The CNEL measure of noise exposure weights average hourly noise levels by 5 dB for the evening hours (between 7 00 p m and 10 00 p m ), and 10 dB between midnight and 7 00 a m , then combines the results with the daytime levels to produce the final CNEL value It is measured in decibels, dB (Refer to Figure 1-2 for typical noise exposure levels ) CNEL See Community Noise Equivalent Level Day-Night A verage Sound Level (Ldn) A measure of noise exposure level that is similar to CNEL except that there is no weighting applied to the evening hours of 7 00 p m to 10 00 p m It is measured in decibels, dB (Refer to Figure 1-2 for typical noise exposure levels ) Daytime Average Sound Level (Leql2) The time-averaged A-weighted sound level measured between the hours of 7 00 am to 7 00 pm It is measured in decibels, dB Decay Rate The time taken for the sound pressure level at a given frequency to decrease in a room It is measured in decibels per second, dB/s Decibel (dB) The basic unit of measure for sound level Direct Sound Sound that reaches a given location in a direct line from the source without any reflections Divergence The spreading of sound waves from a source m a free field, resulting in a reduction in sound pressure level with increasing distance from the source Energy Basis This refers to the procedure of summing or averaging sound pressure levels on the basis of their squared pressures This method involves the conversion of decibels to pressures, then performing the necessary arithmetic calculations, and finally changing the pressures back to decibels Equivalent-Continuous Sound Level (Leq)' The average sound level measured over a specified time period It is a single-number measure of time-varying noise over a specified time period It is the level of a steady sound that, in a stated time period and at a stated location, has the same A-weighted sound energy as the time-varying sound For example, a person who experiences an Leq of 60 dB(A) for a period of 10 minutes standing next to a busy street is exposed to the same amount of sound energy as if he had experienced a constant noise level of 60 dB(A) for 10 minutes rather than the time-varying traffic noise level It is measured in decibels, dB 1-1 Fast Response A setting on the sound level meter that determines how sound levels are averaged over time A. fast sound level is always more strongly influenced by recent sounds, and less influenced by sounds occurring in the distant past, than the corresponding slow sound level For the same non-steady sound, the maximum fast sound level is generally greater than the corresponding maximum slow sound level Fast response is typically used to measure impact sound levels Field Impact Insulation Class (F1IC) A single number rating similar to the impact insulation class except that the impact sound pressure levels are measured in the field Field Sound Transmission Class (FSTC) A single number rating similar to sound transmission class except that the transmission loss values used to derive this class are measured in the field FIIC See Field Impact Insulation Class Flanking Sound Transmission The transmission of sound from a room in which a source is located to an adjacent receiving room by paths other than through the common partition Also, the diffraction of noise around the ends of a barrier Frequency The number of oscillations per second of a sound wave (i e , the number of cycles per second) It is measured in hertz, Hz FSTC See Field Sound Transmission Class Hertz (Hz) See Frequency Hourly Average Sound Level (HNL) The equivalent-continuous sound level, Leq, over a 1 -hour time period It is measured in decibels Impact Insulation Class (IIC) A single number rating used to compare the effectiveness of floor/ceiling assemblies in providing reduction of impact-generated sounds such as the sound of a person walking across the upstairs floor Impact Noise The noise that results when two objects collide Impulse Noise Noise of a transient nature due to a sudden impulse of pressure like that created by a gunshot or a balloon bursting Insertion Loss The decrease in sound power level measured at the location of the receiver when an element (e g , a noise barrier) is inserted in the transmission path between the sound source and the receiver It is measured in decibels Inverse Square Law A rule by which the sound intensity vanes inversely with the square of the distance from the source This results in a 6 dB decrease in sound pressure level for each doubling of distance fiom the source L2, Ls, L2S, LSu See X-Percentile-Exceeded Sound Level Ldn See Day-Night Average Sound Level Leq See Equivalent-Continuous Sound Level Leq(12)' See Daytime Average Sound Level Lmax See Maximum Sound Level Ln • See X-Percentile-Exceeded Sound Level Lpk See Peak Sound Level Masking The process by which the threshold of hearing for one sound is raised by the presence of another sound Maximum Sound Level (Lmax) The greatest sound level measured on a sound level meter during a designated time interval or event It is measured in decibels 1-2 NC Curves (Noise Criterion Curves) A system for rating the noisiness of an occupied indoor space An actual octave-band spectrum is compared with a set of standard NC curves to determine the NC level of the space NIC See Noise Isolation Class NNIC See Normalized Noise Isolation Class Noise Any unwanted or disagreeable sound Noise Criterion Curves See NC Curves Noise Isolation Class (NIC) A single number rating derived from measured values of noise reduction between two enclosed spaces that are connected by one or more partitions Unlike STC or NNIC, this rating is not adjusted or normalized to a measured or standard reverberation time Noise Reduction The difference in sound pressure level between any two points Noise Reduction Coefficient (NRC) A single number rating of the sound absorption properties of a material It is the average of the sound absorption coefficients at 250, 500, 1000, and 2000 Hz, rounded to the nearest multiple of 0 05 Normalized Noise Isolation Class (NNIC) A single number rating similar to the noise isolation class except that the measured noise reduction values are normalized to a reverberation time of 0 5 seconds NRC See Noise Reduction Coefficient Octave The frequency interval between two sounds whose frequency ratio is 2 For example, the frequency interval between 500 Hz and 1,000 Hz is one octave Octave-Band Sound Level (Octave-Band Level) For an octave frequency band, the sound pressure level of the sound contained within that band Jt is measured in decibels One-Third Octave The frequency interval between two sounds whose frequency ratio is 21''3 (1 26) For example, the frequency interval between 200 Hz and 250 Hz is one-third octave One-Tlnrd-Octave-Band Sound Level (One-Third-Octave-Band Level) For a one-third-octave frequency band, the sound pressure level of the sound contained within that band It is measured in decibels Peak Sound Level (Lpk). The maximum instantaneous sound level during a stated time period or evem: It is measured in decibels Pink Noise- Noise that has approximately equal intensities at each octave or one-third-octave band Point Source: A source that radiates sound as if from a single point RC Curves (Room Criterion Curves)' A system for rating the noisiness of an occupied indoor space An actual octave-band spectrum is compared with a set of standard RC curves to determine the RC level of the space Real-Time Analyzer (RTA) An instrument for the determination of a sound spectrum Receiver A person (or persons) or equipment which is affected by noise Reflected Sound Sound that persists in an enclosed space as a result of repeated reflections or scattering It does not include sound that travels directly from the source without reflections Reverberation The persistence of a sound in an enclosed or partially enclosed space after the source of the sound has stopped, due to the repeated reflection of the sound waves Reverberation Tune (T6II) The time required for the sound pressure level of a given frequency in an enclosed or partially enclosed space to decrease by 60 dB after the source of the sound has stopped It is measured in seconds Room Absorption The total absorption within a room due to all objects, surfaces and air absorption within the room It is measured in Sabms or metric Sabins 1-3 Room Criterion Curves See RC Curves RTA. See Real-Time Analyzer SLM See Sound Level Meter Slow Response A setting on the sound level meter that determines how measured sound levels are averaged over time A slow sound level is more influenced by sounds occurring in the distant past that the corresponding fast sound level Sound A physical disturbance in a medium (e g , air) that is capable of being detected by the human ear Sound Absorption The process of dissipation of sound energy, and the property of materials and structures to dissipate sound energy Sound Absorption Coefficient (a). A measure of the sound-absorptive property of a material Sound Insulation The capacity of a structure or element to prevent sound from reaching a receiver room either by absorption or reflection Sound Level See Sound Pressure Level Sound Level Meter (SLM) An instrument used for the measurement of sound level, with a standard frequency-weighting and standard exponentially weighted time averaging Sound Power Level A physical measure of the amount of power a sound source radiates into the surrounding air It is measured in decibels Sound Pressure Level A physical measure of the magnitude of a sound It is related to the sound's energy The terms sound pressure level and sound level are often used interchangeably It is measured in decibels Sound Transmission Class (STC) A single number rating used to compare the sound insulation properties of walls, floors, ceilings, windows, or doors Source Room A room that contains a noise source or sources Spectrum The spectrum of a sound wave is a description of its resolution into components, each of different frequency and usually different amplitude (level) STC See Sound Transmission Class T6() See Reverberation Time Tapping Machine A device used in rating different floor constructions against impacts It produces a series of impacts on the floor under test, 10 times per second Tone A sound with a distinct pitch (i e , a dommant frequency) Transmission Loss (TL) A property of a material or structure describing its ability to reduce the transmission of sound at a particular frequency from one space to another The higher the TL value the more effective the material or structure is in reducing sound between two spaces It is measured in decibels White Noise Noise that has approximately equal intensities at all frequencies (White noise need not be random noise) Windscreen' A porous covering for a microphone, designed to reduce the noise generated by the passage of wind over the microphone X-Percentile-Exceeded Sound Level (LJ The A-weighted sound level equaled or exceeded by a fluctuating sound level x percent of a stated time period E g , the letter symbol L]0 represents that sound level which is exceeded 10 percent of the stated time period For a 1-hour measurement, L50 is the sound level exceeded for more than 30 minutes in an hour, L25 is the sound level exceeded for more than 15 minutes in an hour, L8 is the sound level exceeded for more than 5 minutes in an hour, and L2 is the sound level exceeded for more than 1 minute in an hour 1-4 Threshold of pain - Disco - Textile mill - Printing plant- Jackhammer at 50' - Power lawn mower at 5' - Heavy truck at 50'- Concrete mixer at 50'- Inside car at 40 mph- Vacuum cleaner at 10'- Car, 60mphat 100'- Conversational speech - Large transformer at 50' - Urban residence - Small town residence - Soft whisper at 6' - North nm of Grand Canyon - Threshold of hearing - • 120 dB(A) •HOdB(A) •100dB(A) -90dB(A) -80dB(A) -70dB(A) -60dB(A) -50dB(A) -40 dB(A) -30 dB(A) -20 dB(A) • 10 dB(A) -0 dB(A) 10 dB change generally perceived as twice or half as loud 5 dB change generally perceived as quite noticeable ~J3 dB change is generally barely "perceptible 1 dB change is generally not "noticeable WIELAND ASSOCIA TES Common Noise Sources and A-Weighted Noise Levels 1-1 1-5 Next to freeway- Los Angeles, 3/4 mi from LAX - Downtown Los Angeles Housing on major street Los Angeles, 8 mi from LAX - Old suburban residential area- Small town cul-de-sac- Farm- -90dB -80dB -70 dB Common standard for noise exposure level in exterior residential areas -60dB -50 dB Common standard for noise exposure level in interior residential areas -40 dB -30dB WIELAND ASSOCIA TES Common CNEL and Ldn Noise Exposure Levels at Various Locations 1-2 1-6 APPENDIX II Noise Measurements Table 1. Noise Survey Project KinderCare Learning Center Position On site, 10' from top of slope overlooking Hidden Valley Road Date January 17, 2000 Time From Noted Noise Source Traffic on Hidden Valley Rd , I-5 and Palomar Airport Rd , aircraft Distance Varies SLM Height 5' LD 820 S/N 0996 LD CAL250 Calibrator S/N 2996 Operator David L Wieland 800 750 -.700 r 65 0 ; *•- E 600 -3 8 550 - = 500 450 400 ( ~-»— - \ I \ \ r-~«--L_7-*-=-^---*--< -._-..— ) 20 40 60 80 100 Percent of Time Noise Level is Exceeded N* 2 8 25 50 90 99 Leq Lmax Lmm Measurement Period 250PM to 300PM Ln 61 6 604 581 559 525 51 9 570 640 51 5 to Ln to Ln Source Noted Symbol * L2 is sound level exceeded for more than 1 minute during the measurement period L8 is sound level exceeded for more than 5 minutes during the measurement period L25 is sound level exceeded for more than 15 minutes during the measurement period L50 is sound level exceeded for more than 30 minutes during the measurement period Lmax is the maximum sound level during the measurement period WIELAND ASSOCIA TES APPENDIX III Traffic Noise Analysis CSO JO >c -a-a ffi o C3 OCS tfic 2 3 CQ (D 1) C/J o Zo1 <D ^C3 Q to2(U o C/3 55 13C oc<u*«CJ Tt OS 00CO — OOs O O E £ E5 £ 5.c j: J=en oo en S! I caac so s= soo^ o^ o^[^ OS Ol>/-) O O OI O O eo on ooc c c c3 ~SJ M | A | T ^ 21 (L> «a 53 •oc >uthbouen •ac ortlibou/i SO «r> -* fl <s f—l 0 o BCS -1 >» J2£ -oW -5£ £it E-VI"S ""M =5 L.* HCWO<•^ ">>" •*« 34J 2it E-1/5 •o t M CA ^3 < >» J2 r «CM •.£ £ac E- VI v % *£ VIO "3< -. Wl 5* >* II V3 "2 «O M ^H 9 S£ C/J0 **3 < -^ <fi >" *Z. oS == H VI-o -g M VI2 3 < t^. wfl ££ v> U V)S 3 <Parameter•* 0 <N f~^r •* 0 (Nr^•*||Vehicles per houro oTJ- o orr J=i D- £ -aruUQ- <J~I O rioo o oo Wl c^ ef O3 U0c Sto Q o n O ri d -4—'1/3 Q 0(UCii C3 CQ o O ON 0 oc\1 soU T3 — "on E < dUJ 0 0 C^ O O ON S5 T3 iT CO < "on (5 00 fl VOr- •* r^ ^£) OO m Or- •* r-vo <^S'73 of 0 m 0 V5 rn •* 0(N rn O1 v£) rn rr o (N ||lOLog(NiDo/Si),dBfS ri t^ O JDist Correction, dBoo o 0 ||]OLog(Phi), dBo oc\ o oOS1 000-o 00c< fcta CQ <COJ,1 O oo o 0o^ eo<aT3 00 < U4L*acn 3. tr oi r- o1 00 o1 >o o1 -7 00 1 ca•a c 2 < L«c> L«L~03 CQ O in ril O >n(N ||Constant, dB(N mm OS i/-l 00 Cs"~J so n-'O m>n fi 0so 2 C?•o ^5-u fs) SO OS SO <f a*-o "CTo 01 SO OS SO <T S'-o cru SO TTso < co' T3 SS5-U T3«o s C T3 £ o *§ O tfl 3 00 (U (U O X O 00cS W>% COG3 <L> < <4-Ho CN cu OI"5O •<•G S! I -o I TT as oom — oOs O O ^p x=i v=O^ 0s- 0s 1> fl> u E £ E .00 00 bfl o o o o so oo ooc c c c S c1> D 1)> >• >U UJ El] (N00 c •s m so — o XO sO sO0s o^ es^ 0) D 1)E £ E CO rt CQQ Q Q o Qiu uo uei oi — ooo a> OJ E h CQ Ctf ffl CO <u§ ri•<3- r~-Os sO sO 0s o^rr -rfoo t— — o ooo XO sO sO O^ 0s 0^ CO C3 CO-t-J •*-• ^-J 3O «« s ^S "* a^IS !J «j & e >uthbou•a arthboiuso « - « - - 0 CD 03 >i ^2 |s £VIts -g» W£ «1 £ || V]O S >" •*R «o> u V) •o 3 VI25 >> ^ | J "5 " V}O ^ VI > -g u V)o•4-13 >>JSCJ V]" ^*~ t> VIo"3 Parameter- n 2 — M S ||Vehicles per houro 0 o 0 "a.E T3" a.oo 0 00 0oo IJDistance, fto 0 C/l Q o fc CQ o oOs O O [Left Angle, degooOs O 0Os 00CD•a "oo "So5. oo CO so 00 s 55 m'•a o m Os so (N oo rn Os 00 (Ni oo CQT3 c/5oO 10 o (N 0 ||lOLog(Do/D), dBo 0 oo s o 0Os 0 0 1 60 -a c CSCQ u ooOs O 0Os CO0 aoc aCQ S o r- 0 00o o — 00 1 CQT3 U ECOCQ O o ||Constant, dB3 ^ ooo SO SO 00>/-> / — ^ CQ^ V oo o Os of•a CTOJ oo o Os ^ T3 1)_J SO T3 JS J a <u-a•a Eo COc m CO o o o r\ o o OO CO COc c c 0) >o o CN 10OO a e LU s°0s "O >O vO vo ~- O N° N? N?tf^ O^ tf^ 0) D tu SEE Q Q Q •* •*00 f- — o OOJ <c c; o o — c00 t fcCO C3 03 CQ O jg P ra ooo - 3 O OC/3 !>0 ^c si 111 uj •ae nithbouC/3 •ac30JZjs ~o -^IEI HVI•a "gMV)O*^<>. a« 1>5J 2K H •ol ^1 tn0•*-*3 •< ^ ^l! V) •a -g *l <fio•** 3 < ^ Wln ££ VI •81 Sf V) •*-•a< !^. C^ >" -^ * 3 * 2S f- VI •o -g if C/l5 3 < ..^ t/JC ^tf5 w« •• ^^v; T3 "5 i E* E- t/5o-4«*3 <Parameter— <N oor~ — (N oo«~~|| Vehicles per houro o•* oo^f JZa. E T3~uOJQ. tO O MOO 0 oo>o |Distance, mo rn O f> E « Q 0 £ CO CQ O 0o o 0CN1 w>1>-a aT CO < CD O OON O 0 CS CO1) 13 of OJOc< 1 (5 oo m ^0r- •^r r- SO 00 ri ^0t> TJ- r~^0 <; m"-a ulo 00i m T >o ts oo f> •*i VOrs ||lOLog(NiDo/Si), dBr) 01 r~- 0 ca•a Q "oQ, ^So0 0 o o o o HlOLog(Phi), dB0oONi O OCs COU T3 CO < a CQ <Co_J o oo o oON onD•a bO < ra 03 2 TC o r~ o oo o "0 o 1 00 1 ((Barrier Alien , dBo >oni 0 10CNi ||Constant, dB•xt->o•* •**xT OS <o OO vo"3- <N 10•xt •XT <N>0 <fca•o ~CT0>J ** CO "0 *tf10 <T03•a jr ^5*i>_] •* ro>o •*'O «T llfa cr<uT 00 vo«o X— X<, a'-a ^'a-(UJ Table 4 Analysis of Unmitigated CNEL at Nearest Building Fa?ade to Hidden Valley Rd Time of Day 07 00-08 00 am 08 00-09 00 am 09 00- 10 00 am 1000-11 00 am 11 00-12 00pm 1200-01 00pm 01 00-02 00pm 02 00-03 00 pm 03 00-04 00 pm 04 00-05 00 pm 05 00-06 00 pm 06 00-07 00 pm 07 00-08 00 pm 08 00-09 00 pm 09 00- 10 00pm 1000-11 00pm 11 00-12 00 am 12 00-01 00 am 01 00-02 00 am 02 00-03 00 am 03 00-04 00 am 04 00-05 00 am 05 00-06 00 am 06 00-07 00 am CNEL Leq, dB(A) 646 646 646 646 646 646 646 646 646 646 646 646 617 617 617 568 568 568 568 568 568 568 568 568 658 «>c Oen oU •4—'c«C3 O Z (1J C3 on ^tu hJ (Uen J3 O I Q ^?1C O EC<utoen o on 0u a Tf Os 00r~i <— OOS O O 4} E E S ti £2 J- eo an an C3a: CS (NO O o o to to eoc c c OS C >o o (N 'OOO c/-) — Or- cu u o E E E cC rt csD Q Q •^r oo r^ t— — o CD CUE tca csCQ CQ s I t- S3 0 o CD CUO O 3 3O OCrt Ol ^e a ti 11!-T 5 ft: I •§> •oe juthbouen •ac orthboi> J2£ "w •-££VI•o -gM3**3<•^ tnb .*C uS g= £ VJ H enO **3 < s»~ <n ^ ^a g£ 2E f_ V) •a -S M 8•*-*3 < ^ VIn££ Wl •o 3M enO«*3 < >> £> -3S s>_4 k«IE f- VI •o •* «l enO•*J 3 < ^ enc ^ m uw •_CU 3 = ft . ST3 "5 *U V5O•w •<Parameter•* o 0)r~•* ^r o <Nr-Tf ||Vehicles per hour0 o-3- o 0^r "o. S T3"<U0>Q. C/l O 01 O CO00 ((Distance S-R, fto•* 0o•* C w Q CJOJoi1 «CQ 0 oCs o oON1 601)T3 _cu" toc<<t:cu O oc\ 0 oc-> toCD-a <u" tflc< -CCO(5 00 m VOr^ •^r r~ VO 00 f! ^Or~ •* r~vo <^a'"O 03oJ ro O1 \o rn ^r 0CN m O ^o n ij- O0)||lOLog(NiDo/Si), dBVO f>t "^fS1 ||Dist Correction, dB0 o o ||lOLog(Phi),dB0 o 0 0ON fefl<U•a CO < CO CQ <CuJ o Cs O oCN SO1)-o ofl < ^.IMC8 CO £ <N ro •* r~i a> r~ vo 101 0 00 <•<•) CO CQT3 Ca> < UiJJ UiUiaCQ 0 IO(N 0 >y~> ^Iconstant, dBOs•* Cs ri"* rn '/-> r~ r--^~ m •*^r 0 <N>o < co'•a crcu oo CO>o OS r<1>O <S" T3 J= "CTto J CO m>/•> Cs r^>>O < co"T3 ^5-U OO vo10 <^CQ1 -a so-<ui cdo G(L) T3-a toc ocaPL, p- I-H EoCJ ca ca GO "S ID ^ 00 O O ca aoC g (DCO g O M53 0) oc<u"isu 2 C C •sCO •* OS OOen — OCs O O 0) (U 0)E E E fcO CO 00 7- f. ?. SO sp SO0s o^ o^r~ cs ri10 o o MOO OO tfl 00 c cn rr ro <s f—t o V CS £••2« "* sB E-V)•a -gMVI2-<>. ailK H• .2"2 «GJ •• ^S S•^^ 3 •< ^ Wlri= ^ Wl •o tM S•4^3 < >> 51! 2 11 V) | •< >. a> o2 =__j i«S E- .2"2 «*l V) O-+-> < >> 2. cS 1<UQ.r/l o CN O OO00 (Distance, ft0 C!•3- 0 0•sr <C V3 Q o<uaii fceaca ooCs 0 0Csi (Left Angle, dego 0Os oocs JRight Angle, deg00 f) vop~- rr r^VO CO rn SOr~ rrr~•0 <;a•a cu" 0 m OS CO (N VO CO C<-> OS1 00CN1 so 00 ||lOLog(NiDo/Si), dBSO m 10 CN |flOLog(Do/D), dBoo 0 0 ||lOLog(Phi), dBo oCsi 0 0 onoT3 00 < i~l_t CSca <t!01 O CO1 m oo1 CC•a co r-m M3 ON ^ P^ 00m o COm r) oV~l <^ C^-o -C,^5-D CN O10 r-o1O <; Q1 T3 ecr to Octfpu (UT3CCO-caU- oU !U <u,-j <L>W O Z Os2 <L> £ offi (Uto o (/3 o1)U C C I I •rf a\ oom — oOs O O so ^ xo O^ 0s- 0s « <1> UE S ££ 5 5JZ J3 Si60 60 CO re E N? xP N°o-^o^o^r^ os (N >ri O O ri o o oo co enc c c VI O (N "Ooo c(U eo w pa uJ a Ooo in vo — o >C 5o oo oe: B; w-i O o ooo tcs re 03 03 J^ re 3 3O OC/5 C/3 CO 11! "SC mthbout/3 •as orthboi^ VO V) TT fO r< *«^ oZoc3 >•, Sis= SV}•8 ' «^^inO"S<^~ Wlb ^!1 "« £= H Ifl •o -g M VI2 3 < ^ ^a "«2 s = H W5 •a -g «l CflC 13 < >. H^ •€cs _ * C* H VI 11 VI0 S< >> 2 « «2 =S ^ Wl •a 3 *f xo•4^ =< ^- Wl > -^ « " ^ 2K H CAi| VI 0•*•» -<Parameter— <N OOr- — fS oo t—jVehicles per houroo•* oo•3- JSO-B •g<1>O.t/1 o (N O OOoo ||Distance, inCD O •3" Oo•* p C/) Q on>&.1 a03 0oOS1 o oOS CO0)T3 ju" ap < Cii> o oc> o o ON SOu•a D" soc< •4-t "ob (5 oo m VOr~ •* r- VO 00 t^l VOr~- •* r-VO <T a-a tao oo m t vo r) 00 m t vo rj 03•o w "oQ 5,00o o vo n1 tri (Ni |lOLog(Do/D), dBo 0 0 0 ||lOLog(Phi),dB0oONi 0 OON toOJ T3 60C < reCQ <C<L> O OCN O OON so<u-a to < treca 2 (N m •*r- & r~-i vo>/i 0 001 m ooi IJBarner Atten , dB0 «o(Ni 0 v-t<?||Constant, dBro •? O vom w-i m OS On -* VOm rj-•* <T a"-o/— NJ3 ^5-aj o VO-3- o vo*3- <^ffl'•a ^"cra> o VO•*r o VO•^r <T Co"-a jn ^a-1 Table 8 Analysis of Unmitigated CNEL at NE Corner Fa?ade Facing Hidden Valley Rd Time of Day 07 00-08 00 am 08 00-09 00 am 09 00-10 00 am 1000-11 00am 11 00-12 00 pm 1200-01 00pm 01 00-02 00pm 02 00-03 00 pm 03 00-04 00 pm 04 00-05 00 pm 05 00-06 00 pm 06 00-07 00 pm 07 00-08 00 pm 08 00-09 00 pm 09 00- 10 00pm 1000-11 00pm 11 00-12 00 am 1200-01 00am 01 00-02 00 am 02 00-03 00 am 03 00-04 00 am 04 00-05 00 am 05 00-06 00 am 06 00-07 00 am CNEL Leq, dB(A) 568 568 568 568 568 568 568 568 568 568 568 568 535 535 535 490 490 490 490 490 490 490 490 490 580 eaO T3"O ffi CO (1JT3ca o U COCD -*— '3 O cd C/3 13 GO 3 ^O£2H >o o o ri o o x= x= x= 0-* QX QX en cj) toc c c C OS «/-> o e<O 0)c<L>oIU Qi o o— ooo E E E 4-J ^ ^ >. ?-> P^n « ca Q C Q E E03 «3eq CQ 3§ ooo NO0s 3O 1!•*; ^ •3e luthbouCO "ac 0J2.c L.o^, <« w •» fO n i— i o Z uca >, 3$ 1» CB HV]IIV}£3•<r^s -^u ?ft £a•g "S4> Ms£ |< ^ wi&* ^m 0CQ M ^^V) H VIO+•» •< &2* =>? 2ft H -o| M V) O 3 < >, ffl a «ra •_ * sft t- VI•sl S£ enO-*^ 3 < ^_ enb ^s « 3tt iK £_ tn T3 "2i E* H CX)O 1 Parameter•* o r-ir^** •* 0 (Nr-•xT IJVehicles per houro o^r oo•* _G Q. S •o<u<ua. CO 0 o <N O r~r- <C«r cA DCJI1/5 Q 0>ot*i 0 </->r«i <C c/i Q 0<ua: fcroca 0oCN1 o o °? M<uT3 _u" so < <+i 0)_J O O& o o 0 [Right Angle, degCO <•-) VOr- •xT r-M3 CO f) >Or~- •* o\o /•^ < m' T3 WO J m O >o m Tt 0 M rn O VO m •* 0(N ||lOLog(NiDo/Si), dBVO1 >0 'O1 ||Dist Correction, dB0 0 o o ||lOLog(Phi),dBo 0<s\ o oON £0a>•a M < i_iwC3CQ Ci> J 0 0ON O Oa-. OB<u•a b/3c< i.LM C3 OQ S r^ r~ p- ooi vo Cf\ ON p^1 r- CN 1 en-a c,<u1 L«22 caCQ o >o(N O >O (Ni [(Constant, dB0 CN •* 0•sr r—^r f Cl•^i- \o Csro vo•* < S""O e I <3\ 00 •5T fl CO•3- < a"•o J= "cr ^ C3S oo TT fi OCi•* <; C^T3 J= "o-1) ^C •0 ^_xCQ T3 CT D 1) SEE 5 e eJ= J= JSCO 60 00 N? O^ o o o o o «/-> c1> <O soc c cs - 11)cre >» 2IsBf</>H* HV5O-w<>> a> uen r= £ISl•o -gM c'-^* < -^ («O ^4 « =« 5X H V)•s «M S•^^s•< -^. "^>* -^n 31 « £S f- W •o % M wnO-*^ •< •^ w> >* ^S ^CQ M s^ •a! ^5V)1< £2« =4! s S f- VI •o "3 *£ 1<Parameter— 01 •<T r^> — <N ^t ro jnoq J9d s9|DiipA||oo TT 0 0"3" "a.E TD"0)1)Q. 00 O 0 04 Or-c-~IJDistance, ftoi/^ro O vim <t! •4—1V) Q u<ua: roCQ 0o ONi 0 0CJv ||Left Angle, degooOS oo ON £0U-a <o" en < -4-J "SbS. oo rn ^Ot~~ f t~~VO 00 en vor- •*r~ V£> ^— N<, S* TJ UJO ro ON1 oo <Ni >O OO ro ON OO CN vo oo ||lOLog(NiDo/Si), dB><D VOini ||lOLog(Do/D), dBo 0 oo HlOLog(Phi), dBooONi O 0o1 g>T3 60 < t COCO <Ci)j ooON oo O, SO(UT3 an < tCOCQ (5 [^ r- r- 001 >o OS ON f- r-. o\ — CQ•a c<uB< L*a> eaCQ o inCN 0 in^IJConstant, dBo mro r~ mro ro in•* ro roro 0) toro -* •*•* < of TJ 2T I oo I/I•* oin•* ? m'•a c^a-a> oo >/•)•* CP <o-.f 5Tc'•c j:^"a-11 J Tt 00 TT <T m"•a crajJ •oCOotxl>*(U (20C (U•oC3Oean.•~caU TT ON OOm — OON O O D O (UE E E 4—1 4—i 4-J•M 4-» 4-t J= J= J=&l) bD OJ)I "S03 ON M O O O O on oo onc c c fN >noo c CU E Eca caCQ CQ 0 S(N Cr~- ca oo —- »— CJCO CO ^ O O OH E- E-o oen <A •S ^s e ^1^ s t*^ .5 •3c MithbouV3 •o orthbou£. vo If) Tf rt rj 1-H O uC« >» 3g «C3 M-S 2a; HenTJ "g1 E* HS<fc^s<K. («?l££ ^1 ^^G/}O ~s< •^ t/>b *t 1 Ss^: VI "8 ««.£ V)2"3< >> y > "oS =X £ (fi •a -g« a SH S-*-t < r^r. » *£ W•o -3S = s^1 < ^ Wl C ^!m u7Q ••a> ? ^ H V]•d iS « 3 ^^ S•+-> S <Parameter— rs oor~- — (N OOr- L 0 L^ 1UQ. c/l_u CJ "33> oo-* oo^r -CQ. £ -a OJi>D.C/0 O Or-i or-r^IU '30UBJSIQI0v>m O m<^\ £ t/5a o<ua;• c5CD 0oON 0 0C3N eno•o <u" SB < ^(U o C3ON O OON on<u•o _u" on < "5> (5 00 m NOr- -sTr- NO OO m vor~ TJ- r-vO SCOT3 tlf 0 OO f> TJ- NO <N OO1 m •=t1 NO CN)||!OLog(NiDo/Si), dBNO ^0 10 ||lOLog(Do/D),dBo 0 oo ||lOLog(Phi), dBooON O OCs efl<u•o eo < fcCOcacea>J 0o ON 0oON anuT3 on < &CQ 2 r~o r^ 00i NO ONI ON r~i r~ ON ^ CQT3 C(Ue< L^2J COC3 Om(Nt O W) 0)||Constant, dBfN) TTm 0) (Nen f> ON.rn NO •*r*1 r^ C1 n 00m s-\<S"-o ST cr ^ o •* in 0TT <CQ•o 5s ^5- ^ o «5' in o•* < ffl"T3 a-<u 00ro^r <^a"•a 1^^.J2 cr<L)_J Table 12 Analysis of Unmitigated CNEL at SE Corner Fa?ade Facing Hidden Valley Rd Time of Day 07 00-08 00 am 08 00-09 00 am 09 00- 10 00 am 1000-11 00am 11 00-12 00 pm 1200-01 00pm 01 00-02 00pm 02 00-03 00 pm 03 00-04 00 pm 04 00-05 00 pm 05 00-06 00 pm 06 00-07 00 pm 07 00-08 00 pm 08 00-09 00 pm 09 00- 10 00pm 1000-11 00pm 11 00-12 00 am 1200-01 00am 01 00-02 00 am 02 00-03 00 am 03 00-04 00 am 04 00-05 00 am 05 00-06 00 am 06 00-07 00 am CNEL Leq, dB(A) 51 6 516 516 516 516 51 6 51 6 51 6 51 6 51 6 516 51 6 484 484 484 438 438 438 438 438 438 438 438 438 528 Table 1. Calculation of Interior Noise Levels Client KmderCare Learning Centers Case Room 132, Southwest Elevation ABSORPTION. Type Area Material Project No 124-00 Date January 17, 2000 PARTITION ELEMENTS. 12 390 Linoleum, Asphalt Tile on Concrete Floor 27 390 Acoustane, Finesse (U S Gypsum Co ) 17 562 1/2" Gypsum Board, Painted 16 70 24 oz Glass Operable Windows NOISE SOURCE Source # Source Name 4 Arterial Noise, 4% Trucks Exterior Noise Level Absorption, Frea dB(A) Sabms 100 Hz 42 8 258 125 Hz 466 258 160 Hz 489 261 200 Hz 515 264 250 Hz 53 5 267 315 Hz 545 264 400 Hz 55 0 260 500 Hz 55 6 257 630 Hz 55 8 282 800 Hz 56 5 306 1000 Hz 566 331 1250 Hz 562 341 1600 Hz 54 9 352 2000 Hz 53 8 362 2500 Hz 512 358 3 150 Hz 481 354 4000 Hz 453 350 5000 Hz 414 350 (Closed) Trans Loss, dB(A~) 183 199 249 290 280 290 280 329 329 349 339 367 396 416 44 1 44 1 448 42 1 Element Wall Open Window Fixed Window Glass Door Wall A/C or Door Parallel Angles Vertical A ngle • EXTERIOR LEVEL INTERIOR LEVEL Room Tjee 1 16 -90 0 Interior Area 126 30 90 660 368 Correction, Noise Level, dB(A) 19 1 9 18 18 17 18 18 1 9 15 1 1 08 06 05 04 04 05 05 05 dB(A) 263 285 258 243 272 272 288 245 243 227 235 20 1 158 126 75 44 10 00 Wall Elements are STC Manu Descnption Wall 46 STUCCO WOOD STUD WALL WITH R-l 1 INSULATION Openable 29 BETTER-BILT SGL HUNG, 3/32" GLASS, 1/2" AIR, 3/32" GLASS, SERIES Fixed Glass Door Wall A/C, Door * Analysis procedure based on ASTM E966-92, Section 951 APPENDIX IV Interior Noise Level Analysis Table 2. Calculation of Interior Noise Levels Client KmderCare Learning Centers Case Room 132, Northwest Elevation ABSORPTION- Type Area Material 12 390 Linoleum, Asphalt Tile on Concrete Floor 27 390 Acoustane, Finesse (U S Gypsum Co ) 17 562 1/2" Gypsum Board, Painted 16 70 24 oz Glass Operable Windows (Closed) NOISE SOURCE Source # 4 Freq 100 Hz 125 Hz 160 Hz 200 Hz 250 Hz 315 Hz 400 Hz 500 Hz 630 Hz 800 Hz 1000 Hz 1250 Hz 1600 Hz 2000 Hz 2500 Hz 3 150 Hz 4000 Hz 5000 Hz Project No 124-00 Date January 17, 2000 PARTITION ELEMENTS Element Type Area Wall I 120 Open Window 16 40 Fixed Window Glass Door Wall A/C or Door Parallel Angles -90 90 Vertical Angle 0 EXTERIOR LEVEL 660 Source Name Arterial Noise, Exterior Noise Level dBCA) 428 466 489 515 535 545 550 556 558 565 566 562 549 53 8 512 48 1 453 414 INTERIOR LEVEL 37 9 4% Trucks Absorption, Sabins 258 258 261 264 267 264 260 257 282 306 331 341 352 362 358 354 350 350 Trans Loss, dBCA) 174 19 1 24 1 279 269 279 269 31 9 319 338 328 357 386 406 433 433 438 410 Room Correction, dBCA) 20 20 1 9 19 18 1 9 19 20 16 12 09 07 06 05 05 06 06 06 Interior Noise Level, dBfA) 273 295 267 255 284 284 300 257 255 23 9 247 21 2 169 137 85 54 22 1 1 STC Manu Description Wall Elements are Wall Openable Fixed Glass Door Wall A/C, Door * Analysis procedure based on ASTM E966-92, Section 9 5 1 46 STUCCO WOOD STUD WALL WITH R-l 1 INSULATION 29 BETTER-BILT SGL HUNG, 3/32" GLASS, 1/2" AIR, 3/32" GLASS, SERIES SAO NON-RESIDENTIAL CERTIFICATE: Non-Residential Land Owner, please read this option carefully and be sure you thoroughly understand the options before signing The option you choose will affect your payment of the developed Special Tax assessed on your property This option is available only at the time of the first building permit issuance Property owner signature is required before a building permit will be issued Your signature is confirming the accuracy of all parcel and ownership information shown Name of Owner Telephone (949) 609-7003 WILMINGTON TRUST COMPANY, a Delaware corporation, not in its individual capacity, but solely as Trustee under the KmderCare Realty Trust 1999, a Delaware Business Trust KINDERCARE LEARNING CENTERS, INC , a Delaware corporation, its attorney-m-fact pursuant to a recorded Limited Power of Attorney 23832 Rockfield Blvd #225 1200 Plum Tree Road Address Lake Forest, CA 92630 Project Address Carlsbad, CA 92009 City 214-544-03 State Zip Code City State Zip Code Assessor's Parcel Number, or APN and Lot Number if not yet subdivided CB994287 Building Permit Number As cited by Ordinance No NS-155 and adopted by the City Council of the City of Carlsbad, California, the City is authorized to levy a special Tax in Community Facilities district No 1 All non-residential property, upon the issuance of the first building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE-TIME or (2) assume the ANNUAL SPECIAL TAX-DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years Please indicate your choice by initialing the appropriate line below OPTION (1)I elect to pay the Payment Am Owner's Initial DEVELOPMENT TAX ONE-TIME now, as a one-time ne-Time Special Tax $ 22,665 83 OPTION (2) I elect to pay ttfe SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed Twenty-five (25) years Maximum Annual Special Tax $ 3.130 15 Owner Initials I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISIONS AS STATED ABOVE BY WILMINGTON TRUST COMPANY, a Delaware corporation, not in its individual capacity, but solely as Trustee under the KmderCare Realty Trust 1999, a Delaware Business Trust KmderCare Learningpenters, Inc , a Delaware corporation, its attprpey-in-factpursuantto a rney BY By By KINDERCARE LEARNING CENTERS, INC , a Delaware corporation By KmderCare Learnjng" Cente/s, Inc , a Delaware Name Joe K^ough Tjffe Vice President, Real Estate By Na(m"e Joe Keough ntle Vice President, Real Estate The City of Carlsbad has not independently verified the information shown above Therefore, we accept no responsibility as to the accuracy or completeness of this information NON-RESIDENTIAL CERTIFICATE JAN-05-00 WED 10:20 P. 02 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permit Plan Check Number Project Address APN Project Applicant (Owner(s) Name(s)) Project Description Building Type Residential Second Dwelling Unit Res Additions Comerc / Ind City Certification of Applicant's information KINDERCARE LEARNING CENTER 08994287 1200 PLUM TREE ROAD 214-514-03-00 KINDERCARE LEARNING CARE CENTER INC D/VCARE CENTER WOOD FRAME Number of New Dwelling Units Jt/fA Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area Square Feet Floor Area 9,862 SF Date -^SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave XXX Isbad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) EncinitasTJTTton Goliuol District 101 South Ranch Santa Fe Rd Encmitas, CA 92024 (944-4300) San Dieguito Union High School District 710EncinltasBlvd Encmitas, CA 92024 (753-6491) Certification of Applicant /Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee If Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner 2O75 Las Palmas Dr ed ? 18 "q Carlsbad, CA 92009-1576 • (76O) 438-1161 • FAX (760) 438-0894 P, 03 JAN-05-00 WED 10:21 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT '-' f-.cN.iUi, Gjfiiui'ii;a t/20i)6 DATE PHONE NUMBER CARLSBAD UNIFIED SCHOOL DISTRICT \ | JEFFERSON ELEMENTARY | [ MAGNOLIA ELEMENTARY\ | CARLSBAD HIGH SCHOOL | \CARLSBAD VILLAGE ACADEMY | | VALLEY JUNIOR HIGH SCHOOL | | BUENA \fSTA SCHOOL | | PINE SCHOOL | | KELLY SCHOOL I I HOPE SCHOOL | 1/WMfM OAKS ELEMENTARY | | AVIARA OAKS MIDDLE SCHOOL | | PACIFIC RIM | |OTHER Receipt No 07328 RECEIVED FROM DATE (IWtppticable) PEREN:F-0F PAYMENT FOR 03-00 ACCOUNT NUMBER AMOUNT RECEIVED BY CASH .. CHECK TOTAL $ 30^2 3& /Of 05/04/2000 City of Carlsbad Plan Check Revision Permit No PCR00042 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant D'AOUST DON 929 278-3001 1200 PLUM TREE RD CBAD PCR Lot# 0 $0 00 Construction Type NEW CB99-4287 KINDERCARE DEFERRED TRUSS SUBMITTAL Owner Status ISSUED Applied 02/28/2000 Entered By MDP Plan Approved 05/04/2000 Issued 05/04/2000 Inspect Area 6331 05/04/00 0001 01 02 C-PRMT 164.00 Total Fees $16400 Total Payments To Date $000 .Balance Due $16400 Plan Check Revision Fee $16400 FINAL APPROVAL Inspector Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD 2075 Las PalmasDr, Carlsbad, CA 92009 (760)438-1161 PERMIT APPLICATION » « * CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 .^PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO ftjtf- QQ Q X EST VAL Plan Ck Deposit Validated By Date Address (include Bldg/Suite tt)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use Description of Work SQ FT tt of Bedrooms tt ol Bathrooms L2:: £V CONTACT PERSON (if dlffi 'Z2rrfi/;d£-Z2 7 Name Address City 3 APPLICANTl; =0Contractor Dt'Agent for Contractor...„ ,D:Pwner : j;E]:Agent for Owner :, State/Zip Telephone tt Fax tt Name 4 "PROPERTY OWNER Address City State/Zip Telephone tt Address City State/Zip Telephone #Name i5;VWCQNTRACTOR - COMPANY NAME ,;,. (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis >or 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) Name State License tt Address License Class City State/Zip City Business License # Telephone tt Designer Name Address City State/Zip Telephone State License tt !JB , WORKERS'COMPENSATION „ ' /—-.A' .„,•*' ,>" ..': .ife i. •• : ;..,.„-* . ... 7»J >*&*•:• ••-. . =, ', 1;" .. Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations fj I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued C] I nave and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) |~| 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 WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000), in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER-BUILDER; DECLARATION^ ..-ti::^f: .. "... ^ .:,'• .. .. f. ::, .... ,.: „*: ........ -"*•. • '" ".. " • ' .: I hereby affirm that I am exempt from the Contractor s License Law for the following reason n 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 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) fj I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) f~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement fJ YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / dddress / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE ;':.." 1.^ '..„!, ..^....:.:,^?'3::":: '•'' lS ">." ^ " .:. 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? d YES d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? |~l YES l~l NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT is ^.CONSTRUCTION LENDING AGENCY-*-, / "-; - ".-":. ;•'•':'• -'.!;- •_'•;•' <v " I.*;rr "• ^^.-^ iv<; '..''•, 'f . •" '"** I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME _ LENDER S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate 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 AMD EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not 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 after the work is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE _ DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation In Tartnership uiitfi. government for fluiftfing Safety DATE April 26, 2000 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 99-4287 REV (PCR 00-042) SET III PROJECT ADDRESS 1200 Plum Tree Rd. PROJECT NAME Kindercare Trusses The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes XJ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to X| Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person XI REMARKS The truss layout sheet must be signed/sealed by the responsible engineer By Kurt Culver Enclosures City-approved plans Esgil Corporation D GA n MB n EJ D PC 4/20/00 tmsm«dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 ^ Fax (858) 560-1576 EsGil Corporation In Tanners hip With government for 'BuiCtfing Safety DATE April 13, 2000 JURISDICTION Carlsbad PLAN CHECK NO 99-4287 REV (PCR 00-042) SET II PROJECT ADDRESS 1200 Plum Tree Rd. PROJECT NAME Kindercare Trusses a APPLICANT JURIS a PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held al Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Donald D'Aoust c/o Pro Systems General Contracting 179 N Maple Corona, CA 92880 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Donald D'Aoust (T.-ffa-^ Telephone # (909) 278-3001 Date contacted 4'»^« (by /K-) Fax # (909) 808-8904 Mail Telephone --- Fax-^ In Person REMARKS By Kurt Culver Esgil Corporation G GA D MB EJ Enclosures PC 4/6/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 •* Fax (858) 560-1576 EsGil Corporation In 'Partnership with government for 'Buitdmg Safety DATE March 6, 2000 JURISDICTION Carlsbad PLAN CHECK NO 99-4287 REV (PCR 00-042) SET I PROJECT ADDRESS 1200 Plum Tree Rd. PROJECT NAME Kindercare Trusses a APPLICANT a PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Donald D'Aoust 179W Maple Corona, CA Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Donald D'Aoust Telephone # (909) 278-3001 Date contacted -b--i-*o (by tn*) Fax # (°( o<3) ^>°( 1 - (* Mail -S Telephone -^ Fax ^ In Person REMARKS By Kurt Culver Esgil Corporation G GA n MB D EJ Enclosures PC 2/29/00 tmsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 + Tax (S5S) 560-1576 Carlsbad 99-4287 March 6, 2000 REV GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1200 Plum Tree Rd. DATE PLAN RECEIVED BY ESGIL CORPORATION 2/29/00 REVIEWED BY Kurt Culver PLAN CHECK NO 99-4287 REV DATE REVIEW COMPLETED March 6, 2000 FOREWORD (PLEASE READ). This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • Please make all corrections on the original tracings and submit two new sets of prints to ESGIL CORPORATION • To facilitate recheckmg, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list/? Yes a No -A_ sC -^T^tV^ -0$A T-<X U>CW &^0i*vT> 4^ 2> ^A^v• >^^c»^^r>->—^t>irN-A^T^(*'Xi c1 t^' f>T|$31c/^.^ ^R*e^II"U* | ' -^-s.^^.,? %^ O£I ^^-£- ^^\f. \ feri ^r ~jf-^^ "i£^K,fe\^rf^ ^K ^fx ' ^ tv ^_^sOe N u rtr IT D6-06-2000 City of Carlsbad Plan Check Revision Permit No PCR00084 Building Inspection Request Line (760) 602-2725 Job Address 1200 PLUM TREE RD CBAD Permit Type PCR Parcel No Lot # 0 Valuation $000 Construction Type NEW Reference # CB994287 Project Title KINDERCARE-REV TO TRUSS SYSTEM Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 05/22/2000 RMA 06/06/2000 06/06/2000 Applicant DONALD D'AOUST 179 MAPLE CORONA CA 92880 909 522-6323 Owner 9362 Oa/06/00 0001 01 02 C--PRMT 164=00 Total Fees $16400 Total Payments To Date $000 Balance Due $16400 Plan Check Revision Fee $16400 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 C69J flfl PERMIT APPLICATION .*' f CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 11 PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated By / Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description 3 Lot No Subdivision Name/Number Unit No Phase No Tot.il # of units Proposed UseAssessor_s_Eaiael 4£3iKe^cfiption bT~Work 2 CONTACT PERSON (if d of Bedrooms # of Bathrooms 7© Name Address City 3 .h APPLICANT Q Contractor D Agent for Contractor ~ Q Owner:;; D Agent for Owner State/Zip"— Telephone # Name 4 PROPERTY OWNER Address City State/Zip Telephone tt Address City State/Zip Telephone #Name 5. CONTRACTOR - COMPANY NAME ,.._„' . •'•- ,.i?"' ,* :' .. •'•^'•'" ••• • -; ;*?• B - ' !i-«-x " ' ••••< (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom, and the basis foi 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 I $500]) Name State License I Address License Class City State/Zip City Business License # / Telephone # Designer Name Address City State/Zip Telephone State License # 6 WORKERS' COMPENSATION ... ,.. ... : ••:'• : .' ,."- ..*'* . . -"""" V*X Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations f~] I have and will maintain a certificate of consent to self insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued |~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) f~l 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 WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000) in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE DATE 7 OWNER-BUILDER DECLARATION >.::> , ,:,; L .,; i^- ;l I hereby affirm that I am exempt from the Contractor's License Law for the following reason PI 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 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) f~1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contracto-(s) licensed pursuant to the Contractor s License Law) fj I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES ClNQ 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETED HIS SECT ION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY 5 :, , h Vu 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? D YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES< l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES O NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8. CONSTRUCTION LENDING AGENCY ; ..... J ; 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 Code) LENDER S NAME _ LENDER'S ADDRESS _ _ __ 9 APPLICANT. CERTIFICATION, ••••'•* .1" "" . VN" ..... ... • . .; ' '" .. . .:,, " .-;'A' . _;f ' „ .. ;i: . .i- I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV 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 OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commencecjjmtbln 180 days from the date of such permit or if the building or work authorized by such permit is suspended 01 abandoned at any time after the wprtrtTcomrrie.Qce^rfoT^^ofof 180 days (Section 106 4 4 Uniform Building Code) DATE /MAYAPPLICANT'S SIGNA WHITE File YELLOW Applicant PINK Finance EsGil Corporation In (Partners/lip with government for fluifthng Safety DATE May 30, 2000 JURISDICTION Carlsbad PLAN CHECK NO 99-4287 REV 2 PROJECT ADDRESS 1200 Plum Tree Rd. PROJECT NAME KinderCare Revised Trusses a APPLICANT a PLAN REVIEWER a FILE SET I 2<] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck | | The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS PCR 00084 By Kurt Culver Esgil Corporation D GA D MB D EJ Enclosures City-approved plans PC 5/23/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 •* San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad 99-4287 REV 2 May 30, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Kurt Culver BUILDING ADDRESS 1200 Plum Tree Rd. BUILDING OCCUPANCY PLAN CHECK NO 99-4287 REV 2 DATE May 3O, 200O TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (Sq Ft)VALUATION I VALUE (*> MULTIPLIER G 199 UBC Building Permit Fee Q Bldg Permit Fee by ordinance $ n 199 UBC Plan Check Fee Q Plan Check Fee by ordinance $ Type of Review Q Complete Review Q Structural Only ]^j Hourly O Repetitive Fee Applicable Q] Other Esgil Plan Review Fee $ 13073 Comments Revised trusses Esgil fee = 1 5 hrs @ $87 15/hr Sheet 1 of 1 macvaluedoc '5100 as ox aON rtN- OS OO 00 to c? CD > m OCD rn O i ^^oi o Oo o«t 00 «t ^Cj ^r P O 00 n O 00in o vb ?« J^ NO *ZO NO ts> H '1 w **h^ PH v *+.8 K s«NO £3 O ^1 rt O -4to o NO u> Cj NO ^ >- O NO C/500 O no n <o 10 a 3905 I STUB .4-00-00. This package has been reviewed for general conformant* w.Sh the information provided by the truss manufacturer Tha contractor is responsible tor confirming and correcting all quantities and dimensions Tho structural mtegnty of the trusses, for dimensions snc! fcsds shown, have been venfied and their shop drawings stamped Dy tine truss engineer All Details and Truss Placement Plans are provided as recommendations only dnd ftiould be reviewed by the \ Engineer of Record for cornpaopijfw to his project CompuYr/jlB/lnc. Date 4^-By. TYPE OHA 411 1K 1a»41516A7»fl»9MO111112Jl)2J3MJ5*67B619)IOhi112913B14BA 921MSA2JA3>MiA51A6)»7USB»9IClC2aMC5C6nceC9CIOCll C12 C13 )11 )2n M 15 16 )7 IB )9Dig111 112 US H6 [1*7 DtB «9 DA10 3»ll 3AI2 DA13 )M4 [1A15: :1 11:3 E4;s;B :/ E(i [9:io:n;i2 E13 Gly i3 54 Et G6 G7Ge 1in i Description9274D!>92740?92740392740392740J927401927404927401'J2/4IIH9274K.92740'.92740'iVHXi0^7401.92740b927406927W792JTO92740992740892740792740C92740H92740>i9274099274099274019J742IS9274119274JI9274319274J19274319274319T7431327411K/4J1'J27410927J95'J273ai02741192741192741192741192741192741192741292741292/412 927412 927412 327393 9273U1 327JH1 927391 92735)1 927392 927429 927392 927391 927391 927391 927394 927394 92742V 92742B 927428 92742B 927428 92742U 92742U 92742B 92742B 927428 927427 92739T 927.H9b 927391. 927397 9273H7 927397 927397 927398 927333 927399 927115 927399 927399 927399 927400 927400 927400 927401 927413 92741J 92741J 927401 927417 927414 927415 92741b 927415 92741b 9274111 •J2.41S 9274IC, 927416 927417 927417 927417 •J27421 92741B 927418 92/410 92741B 927419 927420 927422 9274ZJ 927425 927425 92742ri 927424 927424 4Q-IO o<39-051? 2^)6- UT &n£m 2feT~ *-•"« TYPEI1112131415IE17161911011111211BU15BeB738991101111129133141*B«l9*23*33*4iA51*61*71*91*9;i2:3^sce[7:B;g [10 Cll ;12 C13 ) 11 12 13 34 15 36 17 M 19 110 Ml 112 1*5 1*6 1*7 Me 0*9 1*10 1*11 Ml? 1*13 )*14 1*15 El 12 13 14 •5 :e :7;e 19 :10 in 112 :13 31 32 S3 54 55 X 17 SB 1 11 12 13 14 15 16 (7 18 19 110 111 112 U 12 13 14 15 16 [7 [B [9no[it 112 113 OTV Description92740592740292740392740392740J32740J92740492740492740-i92741ft92740'".92740-i9274051274ft,92740k92740792740F19274084 9274082 9274071 9274069 9274*9274*92740992740992740922 9274219274319274319274)1927431927431927431927431927431927431927410927 J9592739h927411927411927411927411927411 927411 927412 927412 927412 927412 927412 927393 927391 927391 927X11 927391 927392 927429 927392 927391 927391 927X11 927394 927394 927427 927428 927428 927429 927428 92742U 927428 927428 9274211 927428 927427 92739C 927395 927395 927397 927397 927397 927397 927306 927399 927399 927395 927399 927399 927399 927400 927400 927400 927401 927413 92741] 6 92741] 5 927401 5 927417 2 927414 927415 927415 927415 t 927415 * 9Z7411, 9274111 92741K ,927416 927417 927417 927417 927421 927)18 927418 9274ID 927418 927419 927420 927422 92742J 927425 927425 927425 927424 927424 33 H5 I?STUB .jlOO 00 ^20 OS-OP 24 no-op TYPE)1112131415161719110111112BlB233WffiJ68738J9BIO311!12B13BHHAMlBI23A3 (JfY Description4 9274051 9274021 3274031 3274031 "2740J1 927401I :tf7404I .-274041 :-2749ci1 9274051 S2W.1 92740'i1 :WIKJ 92740'j4 92740r•i iaigK2 927407 :4 32/408 !1 92740S ;4 327403 '.2 9274S71 927406 :5 927406 !1 92740h j1 '.(274091 92740" 11 9274OT i22 9274?'- i1 ffi/4?i !1 527(111 U274J1 | This package has been reviewed for general conformant* with the information provided by the truss manufacturer The contractor is responsible for confirming and correcting all quantities and dimensions The structural integrity of the trusses, for dimensions and loads shown, havo been verified and their shcp drawings stamped by Us truss engineer All Details and Truss Placement Plans are provided — recommendations only and sMujd be reviewed by ; Engineer of Record for compat/fcjIWto his project. AI I Com?uT/u#/nc.CompuTj _By. IDd CD_mCO TD ID CD CD ^ ff & ^il^i CD3>- CD IS rt i 1 32/4211 =274314 ':o\2 .12;1 9274111 3274!)1 327411I -jar.:1 !"274'.1 3 527393i 'an-: 1 •J27i'« I li27.ilM 1 K1VJ 1 =27428 1 927428 1 927423 1 'W-. 1 \Wl'JS :i 13 -A ES E6 1 / :e E9 L!.; 11 :1<J Ell 51 S? 53 S4 Ef rer,7 CB 1 11 12 13 14 15 16 17 18 19 110 111 H12 11 12 13 [4 15 16 [7 IB. 19 110 111 112 113 2 9i73.i:i 1 Will 1 -.vl't'l i vn-ii ; re/:;/ 1 32731" 1 3273"? 1 .V7'.i'jj 1 OT3H5 1 'IJ/i-'- 1 1273!" 1 J273W 1 927400 ! K7100 1 92/400 fj 92/43- f 9274:.: 1 J274U b 92741.1 5 '^-Mo: 5 3P/41/ 2 927414 1 92741? 1 ft?741b 1 927415 1 92741-1 1 '3274jfi i iZMir. 1 W74.li" « 3?74lt 1 927417 1 92741/ 1 92/417 / ?274?i 1 927418 1 927418 1 32/415 1 927418 2 927419 1 927420 2 927422 2 927423 1 32/4J5 1 92742i 1 927425 1 S27W 1 927424 o CD > m ODO I o Ox00 *»<J* 00 o ?'en oo o£t oe O ocr "0-\ P r rB O00 n Gflo oo ^en o ri so T'4^ SO K> 4- O 5 § r e o so 00 O fio J -- '^fcfcl ft ^ no• ^r n 2r06;00 4Q-1D-OB 39-05-OB.4-00-00.> SUB >STUB .4-00-0024-04-00 PB3 PB4 PB14 PB15 PBI6 PB17 PB20 PB21 PB22 PB23 PB24 PB25 PB2G PB27 PB28 PB29 PB30 ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright ffl 1999 ICBO Evaluation Service. Inc ER-4211 Reissued January 1, 1999 Filing Category: FASTENERS—Steel Gusset Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 1.0 SUBJECT CompuTrus Truss Plates for Wood Trusses 2.0 DESCRIPTION 2.1 General: The CompuTrus Truss Plates are flat steel plates designed to connect wood truss members. The plates are manufactured from galvanized steel and come in various lengths and widths, and have integral teeth that are designed to laterally transmit load between truss wood members. Plans and cal- culations must be submitted to the building official for trusses using truss plates described in this report. 2.2 Materials: The CompuTrus truss plates are punched from No. 18 gage [0 0454 inch (1.15 mm) base metal thickness] and No 20 gage [0 0375 inch (0 95 mm) base metal thickness] G60-gal- vanized sheet steel complying with the mechanical require- ments established in ASTM A 653 SQ Grade 33 or higher. Each plate has 9 4 teeth per square inch of plate; each tooth is approximately Va inch (8.5 mm) long and approximately 0 106 inch (2 7 mm) wide The teeth are punched in pairs, with each pair spaced V4 inch (6 4 mm) on center along the width of the plate, and 0 85 inch (21.6 mm) on center along the length. Alternating rows of teeth are staggered 010 inch (2.5 mm) from adjacent rows. The *CN" series plates are identical to the "C" senes plates, except that every third row of teeth is omitted Plates are 0 85 inch (21.6 mm) In length, and are available m widths of up to 12 inches (305 mm), in V^mch (12.7 mm) increments, as required by design. The plates are applied to truss members in pairs, with one plate on each face of each joint, using a power press constructed in accordance with the manufacturer's specifications. See Figure 4 for de- tails of plate dimensions. 2.3 Allowable Loads: Tables 1, 2 and 3 provide allowable lateral loads, tension loads and shear loads, respectively, for the CompuTrus truss plates These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construc- tion, ANSI/TP11-1995 A copy of the ANSI/TP11-1995 stand- ard must be supplied to the building department when this is requested by the building official. 2.3 1 Lateral Resistance: Each CompuTrus truss plate must be designed to transfer the required load without ex- ceeding the allowable load per square inch of plate contact area, based on species on the orientation of the teeth relative to the load, and on the direction of load relative to grain. De- sign for lateral resistance must be in accordance with Section 11 2.1 of ANSI/TP11-1995. Table 1 provides allowable lateral loads for the truss plates. 2.3.2 Tension Resistance: Each CompuTrus truss plate must be designed for tension capacity, based on the orienta- tion of the truss plate relative to the direction of load Design for tension must be in accordance with Section 11.2.2 of ANSI/TP11-1995. Table 2 shows allowable tension loads for the truss plates. Additionally, the net section of the truss plates for tension joints must be designed using the allowable tensile^tress of the metal, adjusted by the truss plate tensile effectiveness ratios shown in Table 2. 2.3.3 Shear Resistance: Each CompuTrus truss plate must be designed for shear capacity, based on the onentation of the plate relative to all possible lines of shear. Design for shear must be in accordance with Section 11 2.3 of ANSI/TPI 1-1995 Table 3 shows allowable shear loads for the truss plates. Additionally, the net section of the truss plates for heel joints and other joints involving shear must be designed using the allowable shear values for the truss plates, adjusted by the shear resistance effectiveness ratios shown in Table 3 2.3.4 Metal Plate Reductions: Several allowable-load re- duction factors for the metal plates, when they are applicable, must be considered cumulatively in the design of truss plates used in fabricated wood trusses 1. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by a strength reduction fac- tor. Op, shown in Table 4, when the plates are Installed in lumber by means of a single-pass, full-embedment roller system having minimum roller diameters equal to 18 inch- es (457 mm) This reduction does not apply to embed- ment hydraulic-platen presses, multiple roller presses that use partial embedment followed by full-embedment rollers, or combinations of partial embedment roller presses and hydraulic-platen presses that feed trusses into a stationary finish roller press. When trusses are fab- ricated with single-pass roller presses, the calculations for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate strength reduction factor from this report 2 Allowable lateral resistance values for the CompuTrus truss plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber members 3 Allowable lateral resistance values must be reduced by 20 percent when the CompuTrus truss plates are installed tn lumber having a moisture content greater than 19 per- cent at the time of truss fabrication Kialtianon rtports of ICBO Valuation SVnicr. lite. art issued solelf la provide information la C/<m -I memhen ofliBO. uliliyng the code upon tvhich lilt report Is boxed F\alualion rtports art not to be, construed as representing aesthetics or a»v ollitr attributes HOI tpeeificalh addressed nor as an endorsement or rtcommtn- Jatitin fitr use of the wbject report This report a based upon independent tens or other technical data submitted ht the applicant The 1C Hf) I- \ aluatmn \er\ice Inc. technical ttaffhas r«u«» ed the lev! remit* anillur other data hut does not possess tetl facilities to make an independent verification There is no »arrant* av I (.DO ri aluatmn \ervice Inc. express or implied, at to any /• inrfi'H'' or other matter in the report or as tit any product i at ereil ht tilt report /'Air </i« tanner includes, hut is not limited to. merchantability. Page 1 of 5 S5 S^g'gSsoJ 2 -" «""'fjco5ui*Ius-?: -g£«*g£clio< ^i>.slo«S UJ UJ OilJ LL1•/Ear 3D £ c c ... -• 5 S= « « £ o *. c £* -=~ — w o — * §•§•£» T> ° «£oESS-5:£TOOp£««:-B. «§ £5"§£5£™«s §silmoi2o ra " ^ . 'O T; « O W i-^ UJ c o l - <» am LLJ O LLJr § § 1 Xco CampuTrus, Inc. Manufacturing • Engineering • Computer Systems WARNINGS: 1 Read all General Notes and Warnings before construction of trusses 2 Builder and erection contractor should be advised of all General Notes and Warnings before construction commences 3 1x3 compression web bracing must be installed where shown + 4 All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure CompuTrus assumes no responsibil- ity for such bracing 5 No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component 6 CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components 7 This design Is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB-91", a copy of which will be furnished by CompuTrus upon request GENERAL NOTES, unless otherwise noted Design to support loads as shown 2) Design assumes the top and bottom chords to be laterally braced at 2'-0" o c and at 12'-0" o c respectively 3 2x4 Impact bndging or lateral bracing required where shown + + A Installation of truss is the responsibility of the respective contractor 5 Design assumes trusses are to be used in a non-corrosive environment, and are for "dry condition" of use 6 Design assumes full bearing at all supports shown Shim or wedge if necessary 7 Design assumes adequate drainage is provided 8 Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines 9 Digits indicate size of plate in inches 10 For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I C B O R R 4211 11 The CompuTrus Net Section Plate is indicated by the prefix "CN", the designator (18) indicated 18 ga matenal is used All others are 20 ga General Notes Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing fSDen*CD m CD1 kIIOi CO m 370 O71s O i 5 F3 fn-» OCJ1 —*•i* 5sCOOmCOCOo w§" I OS Cfl so CAcn 03 i sa CO ffi CD I XQ -n m D O or > ?1 1 It I Wn il ^ £ t Mill If I 1 !s! s g ? 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