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2495 FARADAY AVE; ; CB993520; Permit
1t~~ City of Carlsbad 11/23/1999 Retaining Wall Permit Permit No:CB993520 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: 2495 FARADAY AV CBAD RETAIN Parcel No: Lot#: 0 Valuation: $60,814.25 Construction Type: NEW Reference #: Project Title: FED EX BLDG RETAINING WALL 4123 SF RETAINING WALL Applicant: GRANT GEN. CONTRACTORS INC. 5051 AVENIDA ENCINAS CARLSBAD, CA 92008 619-438-7500 Total Fees: $749.42 1 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Strong Motion Fee Renewal Fee Add'I Renewal Fee Other Building Fee TOTAL PERMIT FEES I ! I FINAL APPROVAL Date: ~~ Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 09/22/1999 JM 11/22/1999 11/23/1999 6519 11/23/99 0001 01 C-PRMT $243.35 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 ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 243-35 FOR OFFICE USE ON7)' PLAN CHECK NO. '11~5 µ6 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. {;_() <il'i Plan Ck. Dep&tl]· :?;...,....---~- ·1A ' 7~' Validat~d(,B,v.,.. , -.u,~-"=' , t~.',... 'f:..-'I,:, .J''ft ;;..,..:,;;:,,,-., A ,;r 11\ 1"7 h Date ·11.)f..i)? ....,,_:. ,-\'"~ ,~, ,--\ -'.... '=<:'-,-'l/fN'-'V-1_'-¥'.~''"'='=!......,"-?. V'V 'L ]'-'' _,,.,.~H)';;:1. ssessor' s Parcel # _ 2--oC\ -oS:-0 --2 Cl\ L\ \~~ £CiY:-+-1,J~U_1 J~ .l¢i~,-.,, # of Bathrooms Description o{ Work , \ SQ, FT. l · #o! Stories .S?U~\t\J\N°'~~\,A. \.M Q\,...oc.,1...,~1 ~a,\...)c--,,. I~~ . :~t, ~0::·r:c~=t:~rS:2!tl·ap2l"\b;,:s::_ ft@~ oe>· .. CASc~9~s ... c,o, -'fee~~ 1'0-41ft>· 1SP0. 3og6 Name Address t City State/Zip Telephone # Fax J. ray~:f!t ·,t::j~~~ij(Age~6~T9~S3~~e;~6~9~-~~:;~-~ -·~~a-lf¼; IA:~aro·~;~/y~·;_;;~7~6D Name Address City State/Zip r Telephone# '4.~ . PROPEHfY OWNER . ~ me Address City S,tate/Zip Telephone # ---·Q.Q,ij:rijp.c,:cfR:: CQl'('i~ANY,'i\!Al\'1f .. ,., "',. . _, " . '" .. . ••• • . -· ...... , ... ., '. . .. .• • • "' .. ... . .. ., .. c. 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 e~emption. Any violation of Section 70 1.5 by any a!lQlli;:ant for a permit subjects the~pplicant o a civil penalty of nof ore than five hundred dollars [$500]). ~ ON~ SOS tM l' '2--o~ lj 3 ~-1 Name State License # 7LQ?b.. ]~ Address 1;). City -State/Zip • Telep-hone# License Class --~--------City Business License # Af?o\ I 'iJ'.::) \J:){2_ Designer Name ----------Address City State/Zip Telephone ~ S t at~ ~;;:::~f-COM?ENS:ATIQN< " __ ~-, ..... kers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. - KI have and will maintain workers' compensation, as required by Section 3700 of the J.abor Code, for the performance of the work for which this permit is issued. Mv.\woBer's compensation insur,n:,e qarrie nd olicy nu~ are: ~~(o,.J Go • ,_ ".) lnsuranc~ii°plmy v-)00\'::>:-tLM: (\/\D...) 0 PolicyNo. v.JN9S'Ci$.2.do( Expiration Date \Q-E)l ()l'()QU (THIS SECTION NEED NOT BE COMPLETED IF THE P RMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) , D 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 _________ _ f;;e;~~~,~~)3~!~~1;:mD;f~;~;~?;h~C~~tract~r'·s-Li~enseLa~f~r-thefollowing.re~son: · · '··· "/ -· .. · · _i:_ .. , · · . :-.. ____ ;_t D I, as owner of the property or my employees with wages as their sole compensation, will do the work /nd 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). D 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). 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. D YES ONO 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 I 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 ~ber / contractors license number): ~ 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 ________ _ : qqMPI.J:I(i:HI~ ~l=I.rr\QN FQij NqfJ,RESIOE#TlAJ._ f\UIL.QING :p_!:'~l'li1r~· 9Ntt'{ . 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? D YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D 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. 7~s'::·corrs'ftiucil1ot.fLENDJNG-AGENcv· ·--·. ·: -·,·:. ·--:-· ·--·--."~-:-·_ ....... ,-.-~--·:· --: . ·: . _-.--:··. '/"·· . · -· ~ereby 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 _______________________ _ ;i;, iA\ePt!CANY.:Cl=J!TIFI.CMWt-11 • • .. • • • , • • • ' • " ,_ -~vNN~·v , ~ ;;,--~,~~,,._ ~-:''-'"""" 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 Cit\' 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 require EXPIRATION: Every permit issue work authorized by such permit is or abandoned at any tiQ:l.!l after th. .for excavations overE 5" deep and demolition or construction of structures over 3 stories in height. y the Building Officia u er the provisions of this Code shall expire by limitation and become null and void if the building or ot commenced within 3 days from the date of such permit or if the building or work authorized by such permit is suspended _d fo a period of 180 days (Section 106.4.4 Uniform Building Code). DATE PINK: Finance City of Carlsbad Bldg Inspection Request For: 5/8/2000 Permit# CB993520 Title: FED EX BLDG RETAINING WALL Description: 4123 SF RETAINING WALL Type: RETAIN Sub Type: Job Address:. 2495 FARADAY AV Suite: Lot 0 Location: APPLICANT GRANT GEN. CONTRACTORS INC. Owner: Remarks: Total Time: Act Comments Inspector Assignment: DM --- Phone: 7605184148 Inspector: k_ Requ~sted By: LOUIE Entered By: CHRISTINE CD 69 Description Final Masonry Qt,()/- AJ/7 -"A3...,;:~:.=-~-~.:....w.1-_'-'/v./e.:;,._..,,.~=....:•___,/:J.__.,,,,IL.=L.-==------- Date Description 12/29/1999 63 Walls Associated PCRs Inspection History Act lnsp Comments NR TP EsGil Corporation '1,n Partnersfiip Witfi (jovemment for '.Buiuling Safety DATE: November 18, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3520 PROJECT ADDRESS: 2495 Faraday PROJECT NAME: Retaining Wall SET: II FedEx D APRLICANT . REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted _herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D 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: Louie (Grant Const.) Telephone#: (760) 602-9104 Date contacted: 11/18/99 (by: kc) Fax #: Mail Telephone Fax In Person ~ REMARKS: By: Kurt Culver for D. Yao Esgil Corporation D GA D MB D EJ D PC Enclosures: 11/15/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 h . , l:sGil Corporation 1n Partnersliip witli (jovernment for '.Buifaing Safety DATE: 10/1/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3520 PROJECT ADDRESS: 2495 Faraday PROJECT NAME: Allen Block Retaining Walls SET:I D APP~ANT cg JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. cg] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. cg] The applicant's copy of the check list has been sent to: Louie Linares 5051 Avenida Encinas Carlsbad CA 92008 cg] Esgil Corporation staff did not advise the applicant that the plan check has been completed. D 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 D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/23 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3520 10/1/99 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 99-3520 PROJECT ADDRESS: 2495 Faraday FLOOR AREA: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 10/ 1/99 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad STORIES: HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/23 PLAN REVIEWER: David Yao This plan review is limited to the technical requfrements 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 ordinance 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. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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 99-3520 10/1/99 • PLANS 1. Provide a statement on the Title Sheet of the plans stating that this project shall comply with Title 24 and the 1997 UBC, UMC and UPC and the 1996 NEC. 2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • 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? SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL MASONRY(allen block) DESIGNER-SPECIFIED(geogrid) OTHER REMARKS 3. 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. 4. Specify ICBO approval number on the plan. 5. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804.(The design of the allen block retaining wall shall match the soil report. Please check.) 6. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 7. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." Carlsbad 99-3520 10/1/99 • MISCELLANEOUS 8. 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. 9. 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. 10. 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: Yes D No D 11. 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 David Yao at Esgil Corporation. Thank you. Carlsbad 99-3520 10/1/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2495 Faraday BUILDING OCCUPANCY: BUILDING PORTION BUILDING AREA (ft.2) Retaining walls Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 99-3520 DATE: 10/1/99 TYPE OF CONSTRUCTION: VALUATION VALUE MULTIPLIER ($) 60814 (per city) D 199 USC Building Permit Fee ~ Bldg. Permit Fee by ordinance: $ 450.45 D 199 UBC Plan Check Fee ~ Plan Check Fee by ordinance: $ 292.79 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 234.23 Comments: Sheet 1 of 1 macvalue.doc 5196 BUILDING PLANCHECK CHECKLIST RETAINING WALL ca BUILDING PLANCHECK NUMBER: -ee ~ °I °J :3;? 2.£) BUILDING ADDRESS: .;;L 4q5 -::/.:A-t:A-o/;>A '-/ PROJECT DESCRIPTION: _R_e_t_ai_n_in..._g_W_a_ll ______ _ ASSESSOR'S PARCEL NUMBER: U)Cj.-056 -VJ--DO 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 suspen n of permit to build. 1 1 / I/. / ti By: ---~--Date: 11;Jd 1 ATTACHMENTS Right-of-Way Permit Application DENIAL Please see the attached report of deficiencies marked with D. Make necessary corre·ctions to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: ________ Date: _________ Date: Date: ENGINEERING DEPT. CONTACT PERSON NAME: DONNA HARVEY City of Carlsbad ADDRESS: 2075 Las Palmas Drive Carlsbad, CA 92009 PHONE: (760) 438-1161, ext. 4344 \\LJtSl20L~1ASlSYSILlaRAPY'ENGIW0PO)COCSlCWKLST'RQ!ain1Ag 1Nill Building F!lanchock CklU f='gR+I OT doc Po•• 6'26(98 2075 Las Palmas Dr.• Carlsbad, CA 92009-1576 • (760) 438-1161 • FAX (760) 431-5769 ' BUILDING PLANCHECK CHECKLIST RETAINING WALLS 1 sf 2ND,I 3RD,t r:/ 0 O it 1. Provide a fully dimensioned site plan drawn to scale. Show: 1y~\/ bi A. North Arrow D. Easements t \µU\ B. Existing & Proposed Structures (dimensioned from street) Property Lines E. Retaining Wall (location and height) ;n 0 0 0 0 0 0 0 Y\~ 0 0 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes C. Existing Topography 3. Include on title sheet: A. Site Address B. Assessor's Parcel Number C. Legal Description D. Grading Quantities Cut___ Fill___ Import/Export __ _ (Grading Permit and Haul Route. Permit may be required) 4. Project does not comply with the following Engineering Conditions of approval for Project No. Conditions were complied with by: Date: MISCELLANEOUS PERMITS 5. 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. A separate Right-of-Way issued by the Engineering Department is required for the following: Please obtain an application for Right-of-Way permit from· the Engineering Department. Page 1 I\LASPALMASISYSILIBRARY\ENG\WORD\DOCS\CHK~Sl\Retaming Wall Building Plancheck Cklst Form OT.doc Rev. 6/26/98 . "' ic C D ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Cjq--3'5?t) Planner _VV} t ~f<AA Address 2H9S-~ k Phone (619) 438-1161, e~on 4LfJ5 APN: --~--....;;O(;O_.;;._· ---r--..a.....-t'T'------------,"'----- Type of Project & Use:_i...:::;..i..:;.....i::;.:.:;..~--Net Project Density: VL ~ DU/AC Zoning:. _____ General Plan: Facilities Management Zone: ___ _ CFO lin/nutl # __ Date of participation: ____ Remaining net dev acres: __ _ Circle One (For non-residential development: Type of land used created by this permit: _____________________ ) Legend: ['gj ltf:!m Complete ©J Item Incomplete -Needs your action Environmental Review Required: YES NO TYPE ___ _ DATE OF COMPLETION: _____ _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: _______________________ _ rt:11 DD ~ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: NO 1) Stamp Building Plans as "Exempt" or "Coastal 'Permit Req_uired" (at minimum Floor Plans). 2} Complete Coastal Permit Determination Log as needed. I ',' ,, . ' ! cyJDD tnclusionary · Housing Fee· required: YES __ CEffecuve date of lnch,isionary Housing Orchnance -May 21, 1 !:!93.l -NO -·- Data Entr.yCotnpleted·? YES.... · NO ... ,.-. .-. ·., . .· ,:·; .· . . , C~f/~~,,~c~ivity ~·arnte~\ince, enter CB#, jo~lbl!r; Scre~ns; -Ho!,lsjng.fees, Col15iruct Hpu!ling YJN. Ente/~~~. UP.D-4.TE' · $ite Plan: .,.. \ -,·, l. Provide a fully dimensional sit~ ·i plan drpWR to scale. ;:_ Shov.v: North arrow, . :p~bperty lines, -easements, ex·isting, and prQpQsed structures, streets, existing · street impro\iel')ients, right'!'Q'f-:-Way width,:· dimensional setbacks and existing: topogr~phicaf<fines. · .{: · 2. Provide legal description of property and .assessor's parcel number. :Zoning: . -$J· :O 0: ... 1 , :Setbacks: 'Front Interior Side: :Require.cf. -....-.,-..---------- Required ---------- Required. Shown. ---------Shown ---------Street S id.e: ------------Shown -----"---Rear: Required -----------~-Shown ---------- ·.~ D [J·2. Accessory stf1:1cture ,setb~cks: · Front: Required Shown ----------------1 n t er i or Side: Required Shown -----------------Street Side: Req1,1ired.. Shown ·-,-------........ --~ ---------Rear: Aeq'-'ired' ---,;..----,.;.,..;.:.... · Shown ________ _.._ Strncture sep.ar.atior;r: Requir:e,d Shown ______ _ cp D O 3. Lot Coverage: lf tJ D 4.. Height: R~qµired --,..---....,,..------- Req uitecf ------,....,..--- Shown -------- Shown: --------- 5 .. Parking: Spaces ReqLJired . Shown --,------------------ \_ Guest Spaces ·Required Shown ------- Stf D · D .. Additional Cpmments I .----~---------------~----------------------- JK TO ISSUE AND ~NTERED APPROVAL INTO t:OMPUTE I I I I I I I I I I I I I I I I I I I Testing Engineers -San Diego, Inc. Established 1946 April 25, 2000 Gale & Wentworth, LLC 2030 Main Street, Suite 310 Irvine, CA 92614 TESD Project No. 99-443 Report No. 2 Attention: Mr. David Kubly SUBJECT: Final Report of Field Observations and Relative Compaction Test Results, Federal Express Van Station, 2495 Faraday, Carlsbad, California. REFERENCE: 1. "Pavement Structural Section Recommendations, Federal Express Van Station, Carlsbad, California", prepared by Testing Engineers-San Diego, Inc., dated December 30, 1999. Dear Mr. Kubly: 2. "Interim As-Graded Geotecbnical Report, Carlsbad Corporate Center, Parcel D, Federal Express Van Station, 2495 Faraday Avenue, Carlsbad, California", prepared by Testing Engineers-San Diego, Inc., dated October 18, 1999. 3. "Update Geotechnical Investigation, Carlsbad Corporate Center, Carlsbad, California", prepared by Geocon, Inc., dated November 13, 1998. In accordance with your request, this report has been prepared to present the results of our field observations and relative compaction tests performed during the preparation of the building pad, the backfill of the utility trenches and retaining walls, and the pavement construction at the subject site. These services were performed between December 12, 1999 and April 17, 2000 under the observation and testing of a representative of Testing Engineers-San Diego, Inc. During this period a total of 591 density tests were performed. The test results are listed on the accompanying Table No. 1. BUILDING PAD PREPARATION Following clearing and grubbing, subgrade soils within the building pad area were undercut to a maximum depth of four ( 4) feet below finish pad grade. Then the bottom of the excavation was Testing Engineers -San Diego, Inc., 7895 Convoy Court, Suite 18 San Diego, CA. 92111 [858] 715-5800 Fax [858] 715-581 0 I I I I I I I I I I I I I I I I I I I FEDERAL EXPRESS VAN STATION TESD NO. 99-443 scarified to a depth of 12 inches, moisture conditioned 2 to 3 percent over the optimum moisture content and compacted to at least 90 percent relative compaction (ASTM D1557). Finally, on- site fill soils were placed in six (6) to eight (8) inch lifts, brought to over optimum moisture content and compacted to a minimum of 90 percent relative compaction. On-site soils consist primarily of silty and sandy clay with a medium and high potential for expansion. Their description and maximum density test results are presented in Table No. 2. The equipment used for compaction consisted of loaded scrapers and a sheepsfoot roller. Prior to the building pad preparation, proper keying, benching and backfill of surrounding cut slopes were performed. UTILITY TRENCH AND RETAINING WALL BACKFILL Backfill materials used in utility trenches were on-site soils while those behind the retaining walls were imported soils consisting of silty sand. The description and maximum density test results of these soils are presented in Table No. 2. Backfill soils were placed in six (6) to eight (8) inch lifts, moisture conditioned and compacted to a minimum of 90 percent relative compaction per ASTM D1557-91 and ASTM D698 for the utility trenches and retaining walls respectively. PAVEMENT AND ROADWAY IMPROVEMENT Preparation of the on-site pavement subgrade areas and the pavement sub grade along Faraday A venue consisted of scarifying it to a depth of six inches, moisture conditioning and recompacting it to a minimum of 90 percent relative compaction (ASTM D1557-91). Subgrade soils along the north side of El Camino Real, south of Parcel C were lime-treated to a depth of 12 inches and recompacted to a minimum of 90 percent relative compaction prior to placement of the base materials. The aggregate base was placed in six to eight inch lifts, brought to near optimum moisture content and compacted to a minimum of 95 percent relative compaction (ASTM D1557-91). In addition, asphalt concrete was spread and compacted to a minimum of 95 percent relative compaction per CTM 304. The equipment used for compaction consisted of a vibratory compactor and a steel-wheel roller. FIELD DENSITY TESTING Field density testing was performed by a representative of Testing Engineers in accordance with ASTM D1556-91 and D2922-91. The results of these tests are presented on the attached Table No. 1. The locations and elevations of the in-situ tests were determined in accordance with survey control provided by a firm other than Testing Engineers. Unless otherwise noted, their locations and elevations were determined by pacing and hand level methods and should be considered accurate only to the degree implied by the method used. PAGE2 I I I I I I I I I I I I I I I I I I I FEDERAL EXPRESS VAN STATION TESD NO. 99-443 LABORATORY TESTING Maximum dry density determinations were perf01med on select samples of the backfill, subgrade, and base materials according to ASTM Dl557-91 and ASTM D698-91. The results of these tests were used in conjunction with the field density tests to calculate the percent of relative compaction of the compacted backfill, sub grade and base material, and are presented on Table No.2. CONCLUSION Based on the results of the in-place density tests performed during the preparation of the building pad, the backfill of the utility trenches and retaining walls, the preparation of the sub grade soil, the placement of the base material and asphalt concrete, it is the opinion of Testing Engineers that the grading and earthwork were performed in accordance with the referenced reports and local grading ordinances. The foundation excavations comply with the intent of the soils report, and the utility trenches have been properly backfilled and compacted. The opinions presented herein are based on the field observations and in-place density testing performed by our representative during the grading operations. Our services were performed in accordance with the currently accepted standards of practice and in such a manner as to provide a reasonable measure of compliance of the grading operations with the recommendations in the referenced Geotechnical Investigation report and local grading ordinances. If you should have any questions after reviewing this report, please do not hesitate to contact our office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, TESTING ENGINEERS-SAN DIEGO, INC. ~~,h'1! Civil Engineer (Expires 12/31/03) cc: PAGE3 (2) Submitted (1) Grant General Contractors, Inc. (I) City of Carlsbad I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required No I 1 10/2/99 Slope fill, 48' north from 20.9% 18.3% 97.1 106.0 92% 90% Conform southeast top of slope corner, elev.=284. 2 10/2/99 Slope fill 45' north from southeast 21.1% 18.3% 97.3 106.0 92% 90% Conform I top of slope corner, elev.=284.5. 3 10/4/99 Existing grade; elev. 288.5 -3.0-8.3% 16.0% 89.4 113.5 79% N/A Native I 3.5 above existing, 30" gas line 20' south of 6" PVC. 4 10/4/99 Existing grade; elev. 286.5, 3.0-10.2% 16.0% 97.3 113.5 86% N/A Native 3.5 above existing 30" gas line; 7' I north of 6" PVC subdrain. 5 10/4/99 Existing grade; elev. 288.0 -3.0-8.7% 16.0% 87.5 113.5 77% N/A Native 3.5 above existing 30" gas line, 35' north of 6" PVC. I 6 10/5/99 Slope fill 5' north of 6" PVC 21.6% 18.3% 98.0 106.0 92% 90% Conform subdrain, 33' west of gas line elev. 284.0. 7 10/5/99 Slope fill 7' north of 6" PVC 20.2% 18.3% 97.1 106.0 92% 90% Conform I subdrain, 58' west of gas line, elev. 284.5. 8 10/5/99 Slope fill 1 O' south of PVC 19.9% 18.3% 96.6 106.0 91% 90% Conform subdrain, 87' west of gas line 1-elev. 286.5. 9 10/5/99 Slope fill 12' south of PVC 20.6% 18.3% 96.8 106.0 91% 90% Conform subdrain 35' west of gas line, I elev. 285.5. 10 10/5/99 Slope fill 5' south of PVC 21.3% 19.5% 95.8 104.0 92% 90% Conform subdrain, 37' west of gas line, elev. 288.0. I 11 10/5/99 Slope fill 10' north of PVC 20.6% 19.5% 95.6 104.0 92% 90% Conform subdrain, 75' west of gas line, elev. 289.0. 12 10/6/99 Slope fill @ southeast section of 21.4% 19.5% 96.5 104.0 93% 90% Conform I site, 60' west of gas line, 1 O' south of subdrain elev. 291.5. 13 10/6/99 Slope fill @ southeast section of 20.6% 18.3% 96.6 106.0 91% 90% Conform site, 145' west of gas line, 5' I north of subdrain, elev. 293.5. 7895 Convoy Court Telephone: (619) 715-5800 I San Diego, CA 92111 Page 1 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 14 10/6/99 Slope fill @ southeast section of 21.5% 19.5% 95.6 104.0 92% 90% Conform I site, 136' north of the slope, 135' west of gas line, elev. 295.0. 15 10/6/99 Slope fill @ southeast section of 23.0% 19.5% 95.8 104.0 92% 90% Conform I site, 85' north of top of slope, 52' west of gas line, elev. 294.0. 16 10/6/99 Slope fill @ southeast section of 20.8% 19.5% 94.9 104.0 91% 90% Conform I site, 60' north of top of slope, 93' west of gas line, elev. 296.0. 17 10/6/99 80' west of gas lamp, 30' north of 22.0% 19.5% 93.8 104.0 90% 90% Conform I subdrain, elev.=296. 18 10/6/99 160' west of gas lamp, 30' north 21.5% 19.5% 93.5 104.0 90% 90% Conform of subdrain, elev.=297. 19 10/6/99 30' west of gas lamp, 0' north of 20.9% 19.5% 95.7 104.0 92% 90% Conform I subdrain, elev.=297. 20 10/6/99 140' west of gas lamp, 0' north of 21.6% 19.5% 93.6 104.0 90% 90% Conform subdrain, elev.=293. 21 10/7/99 Fill 62' south of pad, 130' west of 20.1% 18.3% 98.1 106.0 93% 90% Conform I pad from southeast corner, elev. 309.0. 22 10/7/99 Fill 60' south of pad, 30' west of 19.0% 18.3% 97.8 106.0 92% 90% Conform I pad from southeast corner, elev. 308.5. 23 10/7/99 Slope fill 65' east of desilt basin, 20.6% 19.5% 94.6 104.0 91% 90% Conform 27' north of top of slope, elev. I 297.5. 24 10/7/99 Slope fill 33' west of gas line to 19.4% 18.3% 97.4 106.0 92% 90% Conform 32' north of subdrain, elev. 299.0. I 25 10/7/99 Fill 20' south, 45' west from 17.6% 16.0% 100.2 109.4 92% 90% Conform southeast bldg. Pad, elev.=311.5. 26 10/7/99 Fill 22' south, 11 0' west from 17:3% 16.0% 101.1 109.4 92% 90% Conform I southeast bldg. Pad, elev.=310.5. 27 10/7/99 Fill 30' south, 90' west from 18.2% 17.6% 99.8 110.0 91% 90% Conform southeast bldg. Pad, elev.=312.0. I 7895 Convoy Court Telephone: (619) 715-5800 I San Diego, CA 92111 Page 2 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Dry Density (pcf) Date Field Maximum 28 10/7/99 Slope fill 80' east of desilt basin 96.6 106.0 91% 90% Conform I 65' north of top of slope elev. 301.0. 29 10/7/99 Fill 10' north, 80' west from 18.7% 18.3% 98.0 106.0 92% 90% Conform southeast bldg. Corner (inside I pad) elev. 314.0. 30 10/8/99 Fill 35' south, 15' west from 19.9% 19.5% 95.9 104.0 92% 90% Conform southwest bldg. Corner elev. 315.5. I 31 10/8/99 Fill 10' north, 35' west from 19.7% 19.5% 94.9 104.0 91% 90% Conform southeast bldg. Corner, elev.316.0. 32 10/8/99 Fill 28' off southwest bldg. 20.2% 18.3% 98.7 106.0 93% 90% Conform I Corner, elev. 317.0. 33 10/8/99 Fill 40' north, 65' west from 19.6% 18.3% 96.6 106.0 91% 90% Conform southeast bldg. Corner, elev. 317.5. I 34 10/8/99 Fill 30'west, 12' north from 20.5% 18.3% 95.7 106.0 90% 90% Conform southwest corner, elev. 318.5. 35 10/8/99 Fill 15' north, 55' west from 21.0% 18.3% 97.4 106.0 92% 90% Conform southeast bldg. Corner, elev. I 318.0. 36 10/8/99 Fill 30' north, 88' west from 20.7% 18.3% 96.6 106.0 91% 90% Conform southeast bldg. Corner, elev. 318.0. I 37 10/11/99 Fill@bldg. Pad south 130' east, 22.2% 19.5% 95.8 104.0 92% 90% Conform 22' north from southwest bldg. Corner, elev. 317.0. I 38 10/11/99 Fill @ bldg. Pad south 73' west, 21.8% 19.5% 94.8 104.0 91% 90% Conform 75' north from southeast bldg. Corner, elev. 318.0. 39 10/11/99 Fill @bldg. Pad south 120' east, 20.8% 19.5% 94.0 104.0 90% 90% Conform I 65' north from southwest bldg. Corner, elev. 318.0. 40 10/11/99 Fill@ bldg. Pad south 74' north 21.2% 19.5% 96.5 104.0 93% 90% Conform 113' west from southeast bldg. I Corner, elev. 319.0. 41 10/11/99 Slope fill.105' west of desilt basin 19.2% 18.0% 98.8 108.0 91% 90% Conform @ slope, elev. 300.0. I 7895 Convoy Court Telephone: (619) 715-5800 I San Diego. CA 92111 Page 3 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Date Field 0 timum Fi 42 10/11/99 Slope fill 40' west of gas line, 60' 17.9% 16.0% 104.9 113.5 92% 90% Conform north of subdrain, elev. 300.0. I 43 10/11/99 Fill @ south bldg. Pad, 90' north, 20.2% 19.5% 95.1 104.0 91% 90% Conform 168' west from southeast bldg. I Corner, elev. 317.5. 44 10/11/99 Fill@ pad, 89' west, 139' north 21.0% 19.5% 95.9 104.0 92% 90% Conform from southeast bldg. Corner elev. 317. I 45 10/11/99 Fill @ pad 76' east, 100' north 19.2% 18.3% 96.7 106.0 91% 90% Conform from southwest bldg. Corner, elev. 317.5. 46 10/11/99 Slope fill 25' south of subdrain, 19.2% 18.0% 99.2 108.0 92% 90% Conform I 100' east of desilt basin, elev. 301.5. 47 10/11/99 Slope fill 23' south of subdrain 50' 19.8% 18.0% 99.8 108.0 92% 90% Conform west of existing gas line, elev. I 299.5. 48 10/12/99 Fill @bldg. Pad 142' east, 120' 21.9% 19.5% 94.7 104.0 91% 90% Conform north from southwest bldg. Corner, elev. 318.5. I 49 10/12/99 Fill @ bldg. Pad 115' north, 83' 22.2% 19.5% 94.6 104.0 91% 90% Conform west from southeast bldg. Corner, elev. 318.5. 50 10/12/99 Slope fill 85' north of subdrain, 20.1% 18.0% 101.2 108.0 94% 90% Conform I 120' west of gas line, elev. 302. 51 10/12/99 Slope fill 37' north of subdrain, 19.3% 18.0% 102.1 108.0 95% 90% Conform 80' east of desilt basin, elev. I 301.5. 52 10/12/99 Fill@ bldg. Pad, 55' east, 70' 21.0% 19.5% 95.8 104.0 92% 90% Conform north from southwest bldg. Comer, elev. 319 .. I 53 10/12/99 Fill@ bldg. Pad 85' east, 20' 22.0% 19.5% 94.8 104.0 91% 90% Conform north from southwest corner, elev. 318.5. 54 10/12/99 Slope fill 100' north of subdrain, 20.3% 18.0% 100.6 108.0 93% 90% Conform I 75' west of gas line, elev. 303. 55 10/12/99 Slope fill 100' north of subdrain 19.1% 18.0% 102.6 108.0 95% 90% Conform 162' west of gas line elev. 304.0. I 7895 Convoy Court Telephone: (619) 715-5800 I San Diego, CA 92111 Page 4 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 56 10/12/99 Fill@ bldg. Pad 160' west, 147' 23.1% 19.5% 95.8 104.0 92% 90% Conform north from southeast bldg. I Comer, elev. 319. 57 10/12/99 Fill@ bldg. Pad 85' east, 122' 22.0% 19.5% 95.4 104.0 92% 90% Conform north from southwest bldg. Comer, elev. 319. I 58 10/12/99 Slope fill 23' south of subdrain, 19.8% 18.3% 98.6 106.0 93% 90% Conform 115' west of gas line elev. 305. 59 10/12/99 Slope fill 30' north of desilt basin, 20.1% 18.3% 96.6 106.0 91% 90% Conform I elev. 304.5. 60 10/13/99 Key exc./fill @ south cl~an out 19.0% 18.3% 98.4 106.0 93% 90% Conform 78' east of gas line, elev. 282.5. 61 10/13/99 Fill between wall @ south portion 20.8% 18.3% 98.1 106.0 93% 90% Conform I of site, 27' north of south wall 108' west of gas line, elev. 305. 62 10/13/99 Slope fill 105' west of gas line, 22.5% 19.5% 96.2 104.0 93% 90% Conform I 17' south of subdrain, elev. 304.0. 63 10/13/99 Fill@ bldg. Pad, 73' east, 95' 21.0% 18.3% 96.6 106.0 91% 90% Conform south from northwest bldg. I Comer, elev. 317.5. 64 10/13/99 Fill@ bldg. Pad, 155' east, 100' 20.9% 18.3% 96.5 106.0 91% 90% Conform south from northwest bldg. Comer, elev. 318. I 65 10/13/99 Fill @ bldg. Pad 95' west, 100' 23.0% 19.5% 95.7 104.0 92% 90% Conform south from northeast bldg. _Corner, elev. 318.5. I 66 10/13/99 Key exc./fill @ south cleanout 62' 18.2% 17.6% 103.3 110.0 94% 90% Conform east of gas line, elev. 284.5. 67 10/13/99 Fill@ parking area, 214' west, 22.0% 19.5% 95.9 104.0 92% 90% Conform 120' south of existing storm drain I near Faraday Ave., elev. 312. 68 10/13/99 Fill @ south of bldg. Pad 117' 19.6% 18.0% 100.5 108.0 93% 90% Conform west of gas line 35' north of wall I @ south of bldg. Line elev. 308. 69 10/13/99 Building pad 60' north, 30' east 21.0% 19.5% 96.3 104.0 93% 90% Conform from southwest bldg. Corner, elev. 320. (footing). I 7895 Convoy Court Telephone: (619) 715-5800 I San Diego, CA 92111 Page 5 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 70 10/14/99 Building pad 66' east, 120' north 21.0% 18.3% 97.8 106.0 92% 90% Conform from southwest bldg. Corner,elev. I 320.0 finish grade. 71 10/14/99 Building pad 100' north, 160' east 19.1% 18.3% 99.9 106.0 94% 90% Conform from southwest bldg. Corner, I elev. 320.0 finish grade. 72 10/14/99 Building pad 173' north, 138' 20.2% 18.3% 97.3 106.0 92% 90% Conform west from southeast bldg. I Comer, elev .. 320.0 finish grade. 73 10/14/99 Building pad 147' south, 55' west 21.1% 18.3% 98.0 106.0 92% 90% Conform from southeast bldg. Comer, I elev. 320.0 finish grade. 74 10/14/99 Building pad 54' north, 40' west 19.9% 19.5% 96.3 104.0 93% 90% Conform from southeast bldg. Corner, I elev. 320.0 finish grade. 75 10/14/99 Building pad 63' north, 135' west 18.9% 18.3% 99.8 106.0 94% 90% Conform from southeast bldg. Comer, elev. 320.0 finish grade. I 76 10/14/99 Building pad 135' east from 20.2% 18.3% 98.6 106.0 93% 90% Conform southwest bldg. Corner, elev. 320.0 finish grade. I 77 10/14/99 Fill@parking area 178' west of 23.1% 19.5% 95.2 104.0 92% 90% Conform bldg. Pad 106' south of northeast bldg. Comer elev. 314.5. . . I 78 10/14/99 Fill@bldg. Pad 64' west, 90' 22.1% 19.5% 96.8 104.0 93% 90% Conform south from northeast bldg. Comer, elev. 319. I 79 10/14/99 Fill @ bldg. Pad 11 O' east, 70' 23.4% 19.5% 95.1 104.0 91% 90% Conform south from northeast bldg. Comer, elev. 319.0. 80 10/14/99 Fill @ clean out/key @ south 20.0% 16.0% 103.4 113.5 91% 90% Conform I section of site elev. 287/45' east of gas line. 81 10/14/99 Fill between walls @ south end of 18.2% 16.0% 105.7 113.5 93% 90% Conform pad, 30' north of wall, 160' west I of gas line elev. 310.0. 7895 Convoy Court Telephone: {619) 715-5800 I San Diego, CA 92111 Page 6 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3131102 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 82 10/14/99 Fill between walls @south end of 19.0% 16.0% 100.2 109.4 92% 90% Conform pad 225' west of gas line, 40' I north of walk, elev. 312.0. 83 10114199 Fill @ parking area west of bldg. 19.2% 16.0% 102.6 109.4 94% 90% Conform Pad 185' west of bldg. Pad line, I 70' south of northwest bldg. Corner, elev. 316.5. 84 10114/99 Building pad 65' east, 87' south 22.6% 18.3% 97.1 106.0 92% 90% Conform from northwest bldg. Corner elev. I 320.0 finish grade. 85 10/14199 Building pad 190' east, 100' . 22.2% 18.3% 96.6 106.0 91% 90% Conform south from northwest bldg. Corner elev. 320.0 finish grade. I 86 10114199 Building pad 70' south, 65' west 19.9% 18.3% 95.8 106.0 90% 90% Conform from northeast bldg. Corner elev. 320.0 finish grade. 87 10114199 Fill @ parking area 20' south of 21.0% 19.5% 96.2 104.0 93% 90% Conform I existing storm drain outlet (Faraday Ave.) elev. 315. 88 10114/99 Fill @ parking area 235' west, 55' 22.8% 19.5% 95.4 104.0 92% 90% Conform south from northwest bldg. I Corner elev. 317.5. 89 10115199 North bldg. Pad, 100' east, 27' 20.3% 18.3% 98.7 106.0 93% 90% Conform south from northwest bldg. Corner elev. 316.5. I 90 10115199 North bldg. Pad 30' south, 7Q' 19.8% 18.3% 96.2 106.0 91% 90% Conform east from northeast north bldg. Office elev. 317.0. I 91 10115199 North bldg. Pad 30' south, 120' 20.1% 18.3% 97.1 106.0 92% 90% Conform west from northeast bldg. Corner elev. 317.5. 92 10115199 North bldg pad 75' south, 90' east 20.9% 18.3% 98.4 106.0 93% 90% Conform I of northwest bldg. Office corner elev. 319. 93 10115199 North bldg. Pad 40' south, 18' 19.5% 18.3% 96.8 106.0 91% 90% Conform west of northeast bldg. Office I corner, elev. 318.5. 94 10115199 Slope fill south of Farady Ave. 12' 19.6% 18.3% 97.1 106.0 92% 90% Conform south of existing sidewalk STA. 16+00, elev. 327.0. I 7895 Convoy Court Telephone: (619) 715-5800 I San Diego, CA 92111 Page 7 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California Plan ID: N/A I Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field 0 timum Field Maximum Obtained Re uired Non-Conform 95 10/15/99 Slope fill south of Faraday Ave. 19.1% 18.3% 97.8 106.0 92% 90% Conform 14' south of existing sidewalk, I STA. 14+10' elev. 327.5. 96 10/15/99 North pad 47' east, 19' south 22.1% 18.3% 96.7 106.0 91% 90% Conform from northwest bldg. Corner elev. I 320.0 finish grade. 97 10/15/99 North bldg. Pad 80' east, 15' 22.8% 18.3% 98.4 106.0 93% 90% Conform south from northwest office bldg. Corner elev. 320.0 finish grade. I 98 10/15/99 North bldg. Pad 60' west, 10' 21.9% 18.3% 97.4 106.0 92%. 90% Conform south from northeast bldg. Corner elev. 320 finish grade. I 99 10/15/99 North bldg. Pad 160' west, 40' 20.6% 18.3% 98.2 106.0 93% 90% Conform south from northeast bldg. Corner elev. 320 finish grade. 100 10/15/99 Slope fill south of Faraday STA. 19.1% 18.3% 99.1 106.0 93% 90% Conform I 14+90, elev. 328.5. 101 10/18/99 Fill@south of bldg. Pad 100' 20.8% 18.0% 99.0 108.0 92% 90% Conform west of gas line 95' south of bldg. Line, elev. 314.0. I 102 10/18/99 Fill@south bldg. Pad, 103' south 21.0% 18.0% 99.2 108.0 92% 90% Conform of south bldg. Line, 18' east of west retaining wall elev. 315.0. I 103 10/18/99 Slope fill south of Faraday 15' 21.4% 19.5% 95.7 104.0 92% 90% Conform south of exist sidewalk, elev. 328.0, sta. 12+85. I 104 10/18/99 Fill @ south of bldg. Pad, 67' 18.8% 17.6% 101.5 110.0 92% 90% Conform soul~, 168' west from southeast bldg. Corner, elev. 316.5. 105 10/18/99 Slope fill south of Faraday 16' 21.6% 19.5% 96.6 104.0 93% 90% Conform I south of existing sidewalks, STA. 15+16 top of existing sidewalk 1.5. 106 10/19/99 Fill @ cleanout/slope east of gas 19.8% 18.3% 96.5 106.0 91% 90% Conform I line, 85' elev. 289.0. 107 10/19/99 Fill @ cleanout/slope east of gas 20.1% 18.3% 97.8 106.0 92% 90% Conform line 70' elev .. 290.5. I 7895 Convoy Court Telephone: (619) 715-5800 I San Diego, CA 92111 Page 8 0149 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3131102 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 108 10119199 Loading dock bldg. South pad 50' 17.8% 16.0% 101.7 109.4 93% 90% Conform I west, 30' south from southeast bldg. Corner elev. 318.0 finish grade. 109 10119/99 Loading dock south of bldg. Pad 19.2% 17.6% 101.4 110.0 92% 90% Conform I 25' south, 145' west from southeast bldg. Corner, elev. 317.0 finish grade. 110 10/19199 Fill @ cleanout/slope east of gas 19.0% 18.0% 100.5 108.0 93% 90% Conform I line, 60' east of gas line elev. 291.0. 111 10/21/99 Fill @ cleanout/slope 55' east of 17.1% 18.0% 95.1 108.0 88% 90% Nonconform gas line,elev. 293.5. I 112 10/21/99 Fill@ cleanout/slope 110' east of 18.2% 18.2% 99.2 108.0 92% 90% Conform gas line, elev. 291.5. 113 10/22/99 Fill @ cleanout/slope 55' east of 19.1% 18.0% 100.6 108.0 93% 90% Conform gas line elev. 293.5, retest of I #111. 114 10/22/99 Fill @ cleanout/slope 100' east of 21.2% 18.0% 98.1 108.0 91% 90% Conform gas line, elev. 294.5. 115 10/25/99 ST A. #4+52 @ 3' from south side 19.3% 18.0% 98.7 108.0 91% 90% Conform I of trench @elev. 2.9' from finish grade. 116 10/25/99 STA. #3+46@4.5' from south 19.1% 18.0% 99.2 108.0 92% 90% Conform I side of trench @ elev. 3.6' from finish grade. 117 10/26/99 Stadium 2+60, 4' south of sewer 19.8% 18.0% 97.4 108.0 90% 90% Conform line@ -1305' finish grade. I 118 10/26/99 Stadium 4+60, 2' nqrth of sewer 18.7% 18.0% 99.2 108.0 92% 90% Conform line @ -1.5' finish grade. 119 10/27/99 Sewer line fill east of El Camino 20.1% 18.0% 100.2 108.0 93% 90% Conform I Real, STA. 4+40, near center elev.=307.5. 120 10/27/99 Sewer line fill east of El Camino 21.3% 18.0% 98.4 108.0 91% 90% Conform Real, STA. 2+ 70 near center, I elev.=307.5. 121 11/4/99 Sewer backfill vehicle maint. 20.2% 19.5% 98.0 104.0 94% 90% Conform Area south side 30' west from I east end finish subgrade. I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 9 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 122 11/4/99 Sewer backfill 20' northeast of 22.3% 19.5% 95.8 104.0 92% 90% Conform I vehicle maint. Area@ bldg. Pad south finish subgrade. 123 11/5/99 Sewer backfill 12' east from 22.6% 19.5% 94.7 104.0 91% 90% Conform southwest bldg. Corner@ bldg. I Pad finish subgrade (north of Vehicle maint. Area). 124 11/5/99 Sewer backfill 45' east from 21.9% 19.5% 95.8 104.0 92% 90% Conform southwest office bldg. Comer I finish subgrade (north of bldg. Pad). 125 11/9/99 Class II base, 4"@ bldg. Pad, 53' 5.9% 6.7% 129.5 140.1 92% 90% Conform west, 80' north from southeast I bldg. Comer. 126 11/9/99 Class II base 4"@ bldg pad, 115' 6.3% 6.7% 128.9 140.1 92% 90% Conform west, 52' north from southeast bldg. Corner. I 127 11/9/99 Class II base, 4" @ bldg. Pad, 28' 5.8% 6.7% 130.4 140.1 93% 90% Conform east, 37' north from southeast bldg. Corner.(vehicle maintenance area). I 128 11/10/99 Class II base inside bldg. Pad 70' 5.9% 6.7% 130.3 140.1 93% 90% Conform west, 55' south from northeast bldg. Corner. 129 11/10/99 Class II base inside bldg. Pad 6.2% 6.7% 128.9 140.1 92% 90% Conform I 190' north, 84' west from southeast bldg. Comer. 130 11/10/99 Class II base inside bldg. Pad 5.5% 6.7% 129.6 140.1 93% 90% Conform I 112' west, 11 O' south from northeast bldg. Corner. 131 11/12/99 Class II base 4"@ bldg. Pad 160' 5.9% 6.7% 130.1 140.1 93% 90% Conform north, 170' west from southeast I bldg. Corner. 132 11/12/99 Class II base 4"@bldg. Pad 133' 6.1% 6.7% 127.8 140.1 91% 90% Conform south, 132' east from northwest bldg. Comer. I 133 11/12/99 Class II base 4" @ bldg. Pad 65' 5.8% 6.7% 128.9 140.1 92% 90% Conform south, 150' west from northeast bldg. Comer. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 10 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3131102 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 134 11112199 Class II base 4"@ bldg. Pad 55' 6.2% 6.7% 130.4 140.1 93% 90% Conform south, 135' east from northwest I bldg.corner. 135 11112199 Class II base 4" @ bldg pad 97' 6.9% 6.7% 131.6 140.1 94% 90% Conform south, 85' east from northwest I bldg. Comer. 136 11112199 Class II base 4"@ bldg. Pad 60' 6.1% 6.7% 129.5 140.1 92% 90% Conform east, 44' south from northwest bldg. Comer. I 137 11112199 Class II base 4" @ bldg. Pad 50' 6.6% 6.7% 129.2 140.1 92% 90% Conform east, 130' east from southwest bldg. Comer. 138 11118199 Storm drain backfill 48" RCP Sta. 18.2% 15.5% 102.0 112.0 91% 90% Conform I 2+30, top of pipe +6.0. 139 11118199 Storm drain backfill 48" RCP 17.1% 15.5% 103.2 112.0 92% 90% Conform STA. 2+ 70, top of pipe +8.0'. 140 11/18199 Storm drain backfill 42" RCP, 16.8% 15.5% 102.2 112.5 91% 90% Conform I STA. 3+50 top of pipe +4.0'. 141 11118199 Storm drain backfill 42" RCP 17.1% 15.5% 101.8 112.0 91% 90% Conform STA. 3+70' top of pipe +5.0'. 142 11119/99 Storm drain backfill ST A. 4+25 17.6% 15.5% 102.1 112.0 91% 90% Conform I top of pipe +5.5'. 143 11119199 Storm drain backfill STA. 5+10 18.1% 15.5% 102.9 112.0 92% 90% Conform top of pipe +4.0'. 144 11/19/99 Storm drain backfill STA. 5+60 17.9% 15.5% 102.2 112.0 91% 90% Conform I top of pipe +6.5'. 145 11/19199 Storm drain backfill STA. 6+80 16.8% 15.5% 101.9 112.0 91% 90% Conform top of pipe+ 7.0'. I 146 11/19/99 Storm drain STA. 8+00 top of 16.7% 15.5% 103.2 112.0 92% 90% Conform pipe+5.5'. 147 11120/99 Storm drain @ station 9+30; 18.7% 19.5% 99.2 104.0 95% 90% Conform finish subgrade -4 1/2', elev. I 309.75. 148 11/20199 Storm drain @ station 9+50; 18.1% 19.5% 93.9 104.0 90% 90% Conform finish subgrade 3 1/2', elev. 311.0. I 149 11/20199 Storm drain @ station 9+04; 20.0% 19.5% 93.7 104.0 90% 90% Conform finish subgrade 11/2', elev. 312.5. 150 11/20/99 Storm drain @ station 10+67; 19.5% 19.5% 93.4 104.0 90% 90% Conform I finish subgrade -4', elev. 313.5. 7895 Convoy Court Telephone: (619) 715-5800 I San Diego, CA 92111 Page 11 of49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 151 11/20/99 Storm drain @station 10+85; 20.6% 19.5% 93.3 104.0 90% 90% Conform I finish subgrade 31/2', elev. 314.0. 152 11/23/99 Storm drain backfill 18" 20.2% 19.5% 93.9 104.0 90% 90% Conform corragates PVC west of Orion I Street, STA. 4+50, top of pipe +3.0'. 153 11/23/99 Storm drain backfill 18" 21.2% 19.5% 94.7 104.0 91% 90% Conform corragates PVC west of Orion I Street, STA. 4+90, top of pipe +3.5'. 154 11/24/99 Storm drain 18" corrugates PVC, 20.6% 19.5% 94.9 104.0 91% 90% Conform west of Orion Street, STA. 3+60', I elev. Top of pipe +5.0'. 155 11/24/99 Storm drain 18" corrugates PVC, 19.6% 19.5% 93.4 104.0 90% 90% Conform west of Orion Street, STA. 2+ 75, I elev. Top of pipe +5.5'. 156 11/24/99 Storm drain 18" corrugates PVC, 20.0% 19.5% 93.8 104.0 90% 90% Conform west of Orion Street, STA. 3+00, I elev.=top of pipe +6.5'. 157 11/24/99 Storm drain 18" corrugates PVC, 19.8% 19.5% 93.9 104.0 90% 90% Conform I west Orion Street, Sta. 3+80, elev. Top of pipe +7.0'. 158 11/24/99 Storm drain 18" corrugates PVC, 20.0% 19.5% 94.1 104.0 90% 90% Conform west of Orion Street, ST A. 4+60, I elev.=finish subgrade. 159 11/24/99 Storm drain 18" corrugates PVC 19.0% 19.5% 93.4 104.0 90% 90% Conform west of Orion Street, STA. 2+80, I elev.=finish subgrade. 160 11/29/99 Storm drain PVC pipes west of 16.6% 18.0% 97.2 108.0 90% 90% Conform Orion Street going north-south direction STA. 7+20', top of pipe I +2.0'. 161 11/29/99 Storm drain PVC pipes west of 17.2% 18.0% 97.4 108.0 90% 90% Conform Orion Street going north-south direction STA. 6*80' elev.=finish I subgrade. I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 12 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3131102 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 162 11129199 Storm drain PVC pipe west of 17.4% 18.0% 97.5 108.0 90% 90% Conform I Orion Street going north-south direction, STA. 7+10', elev.=finish subgrade. 163 1211199 Storm drain 12" PVC@ west 20.3% 19.5% 93.7 104.0 90% 90% Conform I side of bldg. Pad n-s direction, 60' north of type "C" C.I., elev.=top of pipe. 164 1211199 Storm drain 12" PVC @ west 19.2% 19.5% 94.7 104.0 91% 90% Conform I side of bldg. Pad n-s direction, 110' north of type "C" C.I., elev.=top of pipe. 165 1211199 Storm drain 12" PVC@west 17.8% 19.5% 97.8 104.0 94% 90% Conform I side of bldg. Pad, E-W direction, 185' north of type "C", C.I. Elev.=finish subgrade. 166 12/1199 Storm drain 12" PVC @west 19.8% 19.5% 93.4 104.0 90% 90% Conform I side of bldg. Pad n-s direction, 80' north of type "C", C.I. Elev.=finish subgrade. 167 1211199 Storm drain 12" PVC@ west 18.8% 19.5% 93.7 104.0 90% 90% Conform I side of bldg. Pad N-S direction, 130' north of type "C", C.I., elev.=finish subgrade. I 168 1211/99 Storm drain manhole type "B5", 21.3% 19.5% 99.6 104.0 96% 90% Conform S.D. Co. west side of manhole, elev.=304.13'. 169 1211199 Storm drain manhole type B5, 18.7% 19.5% 94.1 104.0 90% 90% Conform I SD. Co.x165, north side of manhole elev.=306.63'. 170 12/1199 Storm drain manhole type B5-19.4% 19.5% 93.7 104.0 90% 90% Conform S.D.C.O. south side of manhole, I elev.=309.13'. 171 1211199 Storm drain manhole type B5-20.1% 19.5% 94.3 104.0 91% 90% Conform S.D.C.O. east side of manhole, elev.=finish subgrade. I 172 1211/99 Storm drain trench, 25' east of 19.1% 19.5% 95.5 104.0 92% 90% Conform manhole type B5, S.D.C.O. elev.- =top of pipe +2.5'. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 13 of49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test Location Moisture Dry Density (pcf) Relative Compaction Conform Field O timum Field Maximum Obtained Required Non-Conform 173 Storm drain 18" corr PVC pipe, 19.8% 19.5% 95.6 104.0 92% 90% Conform I west of Orion Street, STA. 0+40, elev.=top pipe +3.5'. 174 12/2/99 Storm drain 18" corr. PVC pipe, 18.0% 19.5% 94.5 104.0 91% 90% Conform west of Orion Street, STA. +65, I elev.=existing grade. 175 12/2/99 Storm drain 18" corr PVC pipe, 18.1% 19.5% 95.5 104.0 92% 90% Conform west of Orion Street, STA. 2+00, elev.=top pipe +3.0'. I 176 12/2/99 Storm drain 18" corr. PVC pipe 19.0% 19.5% 93.9 104.0 90% 90% Conform west of Orion Street, STA. 1+85, elev.=top of pipe +5.0'. 177 12/2/99 Storm drain 18" corr. PVC pipe 20.0% 19.5% 93.3 104.0 90% 90% Conform I west of Orion Street, STA.1+75, elev.=existing grade. 178 12/2/99 Storm drain 18" corr. PVC pipe 18.4% 19.5% 95.2 104.0 92% 90% Conform west of Orion Street, ST A. 1 +65, I elev.=top of pipe+ 6.5'. 179 12/2/99 Storm drain 18" corr. PVC pipe 21.2% 19.5% 95.1 104.0 91% 90% Conform west of Orion Street, STA. 4+70, elev.=top of pipe +3.0'. I 180 12/2/99 Storm drain 18" PVC west of 20.2% 19.5% 95.2 104.0 92% 90% Conform Orion Street, STA 5+10', elev.= top of pipe +5.0'. I 181 12/2/99 Storm drain 18" PVC west of 21.5% 19.5% 94.0 104.0 90% 90% Conform Orion Street, STA. 4+65', elev.=existing grade. 182 12/2/99 Storm drain 18" PVC west of 20.4% 19.5% 94.9 104.0 91% 90% Conform I Orion Street, STA. 5+60', elev.=top of pipe +3.5'. 183 12/2/99 Storm drain 18" PVC west of 21.1% 19.5% 93.9 104.0 90% 90% Conform Orion Street, STA. 5+75, I elev.=top of pipe +5.5'. 184 12/2/99 Storm drain 18" PVC west of 20.9% 19.5% 93.8 104.0 90% 90% Conform Orion Street, STA. 6+00, elev.=top of pipe +4.0'. I 185 12/2/99 Storm drain 18" PVC west or 20.6% 19.5% 93.8 104.0 90% 90% Conform Orion Street, STA. 5+90, elev.=top of pipe +6.5'. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 14 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I est# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 186 12/2/99 Storm drain 18" PVC west of 21.9% 19.5% 94.2 104.0 91% 90% Conform I Orion Street, STA. 5+70, elev.=existing grade. 187 12/3/99 Storm drain, 18" corr. PVC west 18.7% 19.5% 94.3 104.0 91% 90% Conform of Orion Rd: manhole (type "C" I C.1.) @STA. 1+35 (approx.) south side of manhole, elev.=top of pipe +3.5'. I 188 12/3/99 Manhole type C, C.I. @ STA. 19.8% 19.5% 96.2 104.0 93% 90% Conform 0+85' (approx.) west side of manhole, elev.= top of pipe +5.5'. I 189 12/3/99 Storm drain trench, STA. 1+10', 19.6% 19.5% 93.9 104.0 90% 90% Conform elev.=top of pipe +2.01. 190 12/3/99 Storm drain trench STA. 1+30', 19.8% 19.5% 96.9 104.0 93% 90% Conform elev. Top pipe+ 4.0' (existing I finish subgrade). 191 12/3/99 Type "C", C.l.@STA. 1 + 55 19.7% 19.5% 93.2 104.0 90% 90% Conform (approx). East side of Manhole, elev.=finish subgrade. I 192 12/3/99 Storm drain manhole (type C-2, 19.1% 19.5% 93.8 104.0 90% 90% Conform C.D.), STA. 5+20 (approx.), elev.=top existing grade. I 193 12/3/99 Storm drain manhole (type A-4, 18.9% 19.5% 93.4 104.0 90% 90% Conform S.D.C.O), STA. 6+40 (approx.), elev.=existing grade. 194 12/6/99 Trench backfill of Storm drain 18.0% 19.5% 94.4 104.0 91% 90% Conform I clean-out/manhole for 42" RC pipe south of job site, STA. 4+75; (type 8-5, S.D.C.O.):East side of manhole, elev.=top of manhole I less 14.0'. 195 12/6/99 Trench backfill of Storm drain 18.6% 19.5% 94.0 104.0 90% 90% Conform clean-out/manhole for 42" RC pipe south of job site, STA. 4+75; I (type 8-5, S.D.C.O.):West side of manhole, elev.=top of manhole less 12.0'. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 15 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April24,2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 196 12/6/99 Trench backfill of Storm drain 18.1% 19.5% 94.8 104.0 91% 90% Conform clean-out/manhole for 42" RC I pipe south of job site, STA. 4+ 75; (type B-5, S.D.C.O.): north side of manhole, elev.=top of manhole I less 10.0'. 197 12/6/99 Trench backfill of storm drain 21.1% 19.5% 99.7 104.0 96% 90% Conform clean-out/manhole for 42" RC pipe south of job site, STA. 4+75; I (type B-5, S.D.C.O) south side of manhole, elev.=:top of manhole less 8.0'. 198 12/6/99 Trench backfill of storm drain 18.6% 19.5% 94.0 104.0 90% 90% Conform I clean-out/manhole for 42" RC pipe south of job site, STA. 4+75, (type 8-5, S.D.C.O) east side of manhole, elev.=top of manhole I less 6.0'. 199 12/6/99 Trench backfill of storm drain 19.6% 19.5% 93.5 104.0 90% 90% Conform clean-out/manhole for 42" RC I pipe south of job site, STA. 4+75, (type 8-5, S.D.C.O) south side of manhole, elev.=top of manhole less 4.0'. I 200 12/7/99 Storm drain trench 18" corr. Pvc 20.8% 19.5% 94.3 104.0 91% 90% Conform trending north-south to temp result basin, south of job site: 18' south of 42" RCP, elev.=top of I pipe +3.5'. 201 12/7/99 Storm drain trench 18" corr. Pvc 20.1% 19.5% 93.8 104.0 90% 90% Conform trending north-south to temp result basin, south of job site: 5' I south of 42" RCP, elev.=top of pipe +6.0'. 202 12/7/99 Storm drain trench 18" corr. PVC 20.0% 19.5% 97.7 104.0 94% 90% Conform trending north-south to temp. I result basin, south of job site: 30' south of 42" RCP, elev.=top of pipe +4.0'. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 16 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: ApriI24,2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obt. 203 12/7/99 Storm drain trench 18" corr. PVC 21.2% 19.5% 94.1 104.0 90% 90% Conform I trending north-south to temp. result basin, south of job site: 1 O' south of 42" RCP, elev.=top of pipe +9.5'. I 204 12/7/99 Storm drain trench 18" corr. PVC 22.1% 19.5% 93.9 104.0 90% 90% Conform trending north-south to temp. result basin, south of job site: 12' south of 42" RCP, elev.=top of I pipe +12.0'. 205 -12/7/99 Storm drain trench 18" corr. PVC 19.6% 19.5% 93.8. 104.0 90% 90% Conform trending north-south to temp. result basin, south of job site" 25' I south of 42" RCP, elev.=top of pipe +6.0'. 206 12/7/99 Storm drain trench 18" corr. PVC 21.7% 19.5% 94.2 104.0 91% 90% Conform trending north-south to temp. I result basin, south of job site 8' south of 42" RCP, elev.=top of pipe +15.0' (FSG approx.). I 207 12/7/99 Backfill east of pad (west of Orion 18.4% 18.3% 100.0 106.0 94% 90% Conform Road), south section, elev.=313.0' 1st lift. I 208 12/7/99 Backfill east of pad (west of Orion 18.3% 18.3% 95.6 106.0 90% 90% Conform Road), middle section elev.=315.5, 1st lift. 209 12/7/99 Backfill east of pad (west of Orion 19.5% 18.3% 95.0 106.0 90% 90% Conform I Road), north section, elev.=finish subgrade=318.5'. 210 12/7/99 Backfill east of pad (west of Orion 18.1% 18.3% 95.5 106.0 90% 90% Conform Road), south section, elev.=314.5 I (2nd lift). 211 12/7/99 Backfill east of pad (west of Orion 18.6% 18.3% 96.5 106.0 91% 90% Conform Road), middle section=317.0' (2nd lift). I 212 12/7/99 Backfill east of pad (west of Orion 20.0% 18.3% 99.3 106.0 94% 90% Conform Road), south section=315.5'(finish subgrade ). I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 17 of 49 Fax: (619) 715-581 0 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Date Field Optimum Field Maximum 0 213 12/7/99 Backfill east of pad (west of Orion 18.4% 18.3% 96.2 106.0 91% 90% Conform I Road), middle section=318.5(finish subgrade. 214 12/9/99 Portion of 30" R.C. pipe storm 21.2% 19.5% 93.2 104.0 90% 90% Conform drain trench west of job site going I north-south direction: 70' south of Faraday Avenue, elev.=top of pipe +2.5' (1st lift). 215 12/9/99 Portion of 30" R.C. pipe storm 21.9% 19.5% 95.1 104.0 91% 90% Conform I drain trench west of job site going north-south direction: 95'south of. Faraday Avenue, elev.=top of pipe +3.5' (2nd lift). I 216 12/9/99 Portion of 30" R.C. ppe strom 20.6% 19.5% 97.4 104.0 94% 90% Conform drain trench west of job site going north-south direction: 85' south of Farday Avenue, elev.= finish I subgrade. 217 12/15/99 Storm drain manhole backfill 15' 16.3% 19.5% 94.5 104.0 91% 90% Conform below top of manhole, 17' south of manhole. I 218 12/15/99 Storm drain manhole backfill 12' 21.5% 19.5% 94.2 104.0 91% 90% Conform below top of manhole 12' north of manhole. I 219 12/15/99 Storm drain manhole backfill 9' 20.4% 19.5% 94.7 104.0 91% 90% Conform below top of manhole, 6' north of manhole. 220 12/15/99 Storm drain manhole backfill 12' 18.1% 19.5% 93.5 104.0 90% 90% Conform I below top of manhole 12' south of manhole. 221 12/15/99 Storm drain pipe, @ storm 2+66, 17.1% -19.5% 96.9 104.0 93% 90% Conform 6' above top of pipe. I 222 12/16/99 Storm drain manhole trench, 17.0% 19.5% 94.8 104.0 91% 90% Conform south of job site sta. 4+98 southside of manhole top of manhole -5.0'. I 223 12/16/99 Storm drain manhole trench 18.6% 19.5% 94.0 104.0 90% 90% Conform south of job site sta. 4+75 north side of manhole, elev. Top manhole -1.0'. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 18 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G'. Clark, RCE 26151, Renewal 3131102 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 224 12116199 18" RC pipe storm drain north of 21.2% 19.5% 96.0 104.0 92% 90% Conform I job site trending east-west, sta. 2+05, elev.=top pipe +2.0'. 225 12116199 18" RC pipe storm drain north of 18.7% 19.5% 97.4 104.0 94% 90% Conform job site trending east-west sta. I 1+75, elev.=top of pipe +2.0'. 226 12116199 18" RC pipe storm drain north of 20.2% 19.5% 93.4 104.0 90% 90% Conform job site trending east-west sta. I 1+40, elev.=top of pipe +3.5'. 227 12116199 18" RC pipe storm drain north of 21.5% 19.5% 94.1 104.0 90% 90% Conform job site trending east-west Sta. I 1+60, elev.=top of pipe +4.0'. 228 12116199 18" RC pipe strom drain north of 22.7% 19.5% 98.0 104.0 94% 90% Conform job site trending east-west STA. I 0+75, elev.=top of pipe +2.0'. 229 12116199 18" RCP storm drain, north of job 21.1% 19.5% 94.2 104.0 91% 90% Conform I site trending east-west Sta. 0+50, elev.=top of pipe +4.0'. 230 12116199 18" RCP storm drain north of job 22.3% 19.5% 95.1 104.0 91% 90% Conform site trending east-west ST A. I 1+50, elev.=finish subgrade. 231 12116199 18" rep storm drain north of job 22.2% 19.5% 94.6 104.0 91% 90% Conform site trending east-west STA. I 2+25, elev.=finish subgrade. 232 12116199 18" RCP storm drain north of job 20.6% 19.5% 93.4 104.0 90% 90% Conform site trending east-west Sta. 0+55, elev.=finish subgrade. I 233 12122199 Retaining wall #2 @ St. 0+38, 13.5% 15.5% 108.0 112.0 96% 90% Conform elev.=finish grade. 234 12/22/99 Retaining wall #2@ ST. 1+32, 14.0% 15.5% 107.5 112.0 96% 90% Conform elev.=finish grade. I 235 12122199 Retaining wall #2 @ ST. 6+60, 19.0% 19.5% 96.0 104.0 92% 90% Conform elev.=finish grade. 236 12122199 Retaining wall #2@ ST. 5+83, 18.0% 19.5% 99.0 104.0 95% 90% Conform I elev.=finish grade. I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 19 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non- 237 12/22/99 Retaining wall #2@ST. 4+60, 17.0% 15.5% 106.0 112.0 95% 90% Conform I elev.=finish grade. 238 12/22/99 Retaining wall #2 @ ST. 3+40, 16.0% 15.5% 105.5 112.0 94% 90% Conform elev.=finish grade. 239 12/22/99 Retaining wall #2 ST 2+30, 19.0% 19.5% 98.0 104.0 94% 90% Conform I elev.=finish grade. 240 12/23/99 Station 7+00@retaining wall #1, 14.0% 15.5% 104.0 112.0 93% 90% Conform elev.=finish subgrade. 241 12/23/99 Station 6+25 @ retaining wall #1, 15.0% 15.5% 102.0 112.0 91% 90% Conform I elev.=finish subgrade. 242 12/23/99 Station 5+56 @ retaining wall #1, 14.0% 15.5% 102.5 112.0 92% 90% Conform elev.=finish subgrade. 243 12/23/99 Station 4+50 @ retaining wall #1, 13.0% 15.5% 103.0 112.0 92% 90% Conform I elev.=finish subgrade. 244 12/23/99 Station3+25@retaining wall #1, 17.0% 19.5% 96.0 104.0 92% 90% Conform elev.=finish subgrade. 245 12/23/99 Station 2 +25 @ retaining wall 20.0% 19.5% 98.0 104.0 94% 90% Conform I #1, elev.=finish subgrade. 246 12/23/99 Station 1 + 05 @ retaining wall 19.0% 19.5% 96.0 104.0 92% 90% Conform #1, elev.=finish subgrade. 247 12/30/99 Blackwall #3, STA. 1+10, 10.8% 11.0% 117.0 122.0 96% 90% Conform I elev.=296.2{southeast corner). 248 12/30/99 Blockwall #3, STA. 1+17, 10.6% 11.0% 116.3 122.0 95% 90% Conform elev.=297.0(southeast comer). I 249 1/4/00 Blackwall #3, STA. 0+89, 7' north 10.9% 11.0% 117.5 122.0 96% 90% Conform of south wall, elev.=300. 250 1/4/00 Blackwall #3, ST A. 1 +30, 75' 10.6% 11.0% 115.6 122.0 95% 90% Conform west of east wall, elev.=301. I 251 1/4/00 Blackwall #3, STA. 0+83, 6.5' 9.9% 11.0% 114.9 122.0 94% 90% Conform north of south wall, elev.=301. 252 1/4/00 Blackwall #3, STA. 1+25', 8' west 10.8% 11.0% 117.7 122.0 96% 90% Conform of east wall, elev.=302. I 253 1/5/00 Block wall #3, STA.1+39, 8' west 10.2% 11.0% 116.1 122.0 95% 90% Conform of east wall, elev.=303. 254 1/5/00 Blackwall #3 Sta. 0+68, 7' north 10.6% 11.0% 117.3 122.0 96% 90% Conform of south wall, elev.=303. I 255 1/5/00 30" RCP storm drain backfill, 55' 21.1% 19.5% 99.3 104.0 95% 90% Conform south of manhole adjacent (south) to Faraday, top of St. I pvmt-3.0'. I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 20 of49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 256 1/6/00 Storm drain backfill south of 21.6% 19.5% 95.8 104.0 92% 90% Conform I Faraday 18" RCP, 15' east of manhole box, street level -3.0'. 257 1/6/00 Storm drain backfill west of bldg. 19.6% 17.6% 103.3 110.0 94% 90% Conform 12" PVC, approx. 56' long I connecting to manhole boxes, 12' south of north manhole box, top of box -1.5'. 258 1/6/00 Sewer line backfill southwest of 20.9% 19.5% 96.9 104.0 93% 90% Conform I bldg. Wash area, 8" PVC, 30" southwest of grease interception box, top of box -1.0'. I 259 1/10/00 Allan block wall #2, STA. 1+82 10.4% 11.0% 116.1 122.0 95% 90% Conform elev.=305.5, 6.5 west of east wall. 260 1/10/00 8" 0 PVC sewer line backfill 20.6% 19.5% 94.9 104.0 91% 90% Conform I connecting to El Camino Real, STA. 5+30, elev.=310.5. 261 1/10/00 8" 0 PVC sewer line backfill 20.8% 19.5% 97.9 104.0 94% 90% Conform I connecting to El Camino Real, STA. 4+65, elev.=309.4. 262 1/10/00 8" 0 PVC sewer line backfill 21.5% 19.5% 95.8 104.0 92% 90% Conform connecting to El Camino Real, I STA. 3+20, elev.=307.5. ?63 1/10/00 Allan Blockwall #2, south wall 10.7% 11.0% 117.4 122.0 96% 90% Conform elev. 306.5, STA. 1+45, 4.5' north of south wall. I 264 1/10/00 Allan Blackwall #2 east side ST A. 10.6% 11.0% 118.0 122.0 97% 90% Conform 1 +98, elev.=308, 5' west of wall. 265 1/11/00 Allan blockwall #2 south side, 10.1% 11.0% 117.0 122.0 96% 90% Conform I Sta. 1+45 elev.=308, 4.5 north of wall. 266 1/11/00 Allan blockwall #2 east side STA. 11.4% 11.0% 117.4 122.0 96% 90% Conform 2+25 elev. 309, 5.0 west of wall. I 267 1/11/00 Allan blockwall #2 east side Sta. 11.6% 11.0% 118.2 122.0 97% 90% Conform 2+06 elev. 310, 5.5 west of wall. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 21 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Confor 268 1/11/00 Allan blockwall #2 south side Sta. 11.1% 11.0% 118.6 122.0 97% 90% Conform I 1+30, elev.=310, 4.5 north of wall. 269 1/11/00 Storm drain box for 30' & 18 RCP 20.6% 19.5% 94.8 104.0 91% 90% Conform south of Faraday 6' north of I manhole box, street level -1.5'. 270 1/12/00 Curb @ Faraday middle street 5.2% 6.7% 135.6 140.1 97% 95% Conform south side Sta. 16+70 base. I 271. 1/12/00 Curb @ Faraday middle of street 5.6% 6.7% 134.9 140.1 96% 95% Conform north side, 15+80 base. 272 1/12/00 Curb @ Faraday middle of street 4.9% 6.7% 137.4 140.1 98% 95% Conform south side STA. 14+73 base. I 273 1/12/00 Curb @ Faraday middle of Street 5.3% 6.7% 135.8 140.1 97% 95% Conform north side ST A. 13+00 base. I 274 1/12/00 Curb@ Faraday middle of street 5.5% 6.7% 136.7 140.1 98% 95% Conform south side ST A.11 +60 base. 275 1/12/00 Allan blockwall #2 south side 10.6% 11.0% 115.9 122.0 95% 90% Conform I STA. 0+35 elev. 308.5, 4' north of wall. 276 1/12/00 Allan blockwall #2 east side STA. 9.9% 11.0% 117.3 122.0 96% 90% Conform I 2+55, elev.=309.5, 4.5 west of wall. 277 1/12/00 Allan blockwall #2 south side sta. 10.6% 11.0% 118.4 122.0 97% 90% Conform 1+39, elev. 310.5, 4.0' north of I wall. 278 1/12/00 Allan blockwall #2 east side sta. 10.2% 11.0% 117.3 122.0 96% 90% Conform 3+05, elev. 312.5, 4.5 west of wall. I 279 1/12/00 Allan blockwall #2 south side sta. 11.1% 11.0% 118.2 122.0 97% 90% Conform 0+90 elev. 312.5, 4.0' north of wall. 280 1/12/00 Allan blockwall #2 east side sta. 10.9% 11.0% 117.4 122.0 96% 90% Conform I 1+95 elev. 312.5, 5.0 west of wall. 281 1/13/00 Allan blockwall #2 east side, Sta. 10.6% 11.0% 117.4 122.0 96% 90% Conform I 3+10 elev.313.5, 3.5' west of wall. I 7895 Convoy Court Telephone: (619) 715-5800 San Diego. CA 92111 Page 22 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 282 1/13/00 Allan blockwall #2 east side ST A. 9.9% 11.0% 118.1 122.0 97% 90% Conform I 1+87, elev. 313.5, 4.5' west of wall. 283 1/13/00 Allan blockwall #2 south side 9.8% 11.0% 117.0 122.0 96% 90% Conform STA. 1+25, elev. 313.5, 5.0' north I of wall. 284 1/13/00 Allan blockwall #2 south side sta. 10.9% 11.0% 118.9 122.0 97% 90% Conform 0+22, elev. 313.5, 4.0 north of wall. I 285 1/14/00 Allan block wall #2 backfill east . 9.9% 11.0% 116.4 122.0 95% 90% Conform wall sta. 1+81, elev. 314.5, 4.0' west of wall. 286 1/14/00 Allari blockwall #2 backfill east 10.6% 11.0% 117.5 122.0 96% 90% Conform I wall sta. 2+35, elev. 314.5', 5.0 west of wall. 287 1/14/00 Allan blockwall #2 backfill south 10.1% 11.0% 118.1 122.0 97% 90% Conform wall, sta. 1+22, elev. 314.5, 4.5 I north of wall. 288 1/14/00 Allan blockwall #2 backfill south 10.4% 11.0% 116.0 122.0 95% 90% Conform wall sta 0+78, elev. 314.5, 4.0 north of wall. I 289 1/14/00 Allan blockwall #2 backfill east 10.6% 11.0% 117.2 122.0 96% 90% Conform wall sta 3+45, elev. 315.5, 4.5 west of wall. I 290 1/14/00 Allan blockwall #2 backfill east 10.2% 11.0% 116.4 122.0 95% 90% Conform wall sta. 2+56, elev. 315.5, 5.0' west of wall. 291 1/14/00 Allan blockwall #2 backfill #2 10.4% 11.0% 116.1 122.0 95% 90% Conform I backfill south wall sta. 0+85, elev. 315.5, 4.5 north of wall. 292 1/17/00 Allan blockwall #2 south side sta. 10.4% 11.0% 116.6 122.0 96% 90% Conform 0+87, 4' north of wall elev. 315.5. I 293 1/17/00 Allan blockwall #2 east side sta. 9.9% 11.0% 116.9 122.0 96% 90% Conform 3+95, 4.5' west of wall, elev. 316.5. I 294 1/17/00 Allan blockwall #2 east side sta 9.8% 11.0% 118.9 122.0 97% 90% Conform 4+68, 4.0' west of wall, elev. 317.50. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 23 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 295 1/17/00 Allan blockwall #2, east side sta. 10.5% 11.0% 117.3 122.0 96% 90% Conform I 3+50, 4.0 west of wall, elev. 317.5 296 1/18/00 Allan blockwall #2, east side sta. 10.7% 11.0% 118.8 122.0 97% 90% Conform 5+05, elev. 318.0, 4.0' west of I wall. 297 1/18/00 Allan blockwall #2 east side sta. 9.8% 11.0% 116.4 122.0 95% 90% Conform 3+70, elev. 318, 4.5 west of wall. I 298 1/18/00 Water line 10" PVC@southwest 20.8% 19.5% 96.8 104.0 93% 90% Conform of bldg. Sta. 7+20, elev. 310.5. 299 1/18/00 Water line 10" PVC@southwest 20.1% 19.5% 94.9 104.0 91% 90% Conform I of bldg. Sta. 8+70, elev. 310.5. 300 1/18/00 Allan blockwall #2 east side sta. 10.6% 11.0% 118.7 122.0 97% 90% Conform 4+39, elev. 318.5, 4' west of wall. I 301 1/18/00 Allan blockwall #2 east side, sta. 10.2% 11.0% 117.4 122.0 96% 90% Conform 5+85' elev. 319.0', 4' west of wall. I 302 1/18/00 Allan blockwall #2 east side sta. 10.8% 11.0% 117.5 122.0 96% 90% Conform 3+90, elev. 319.5, 4' west of wall. I 303 1/19/00 Allan blockwall wall #2 east side 10.1% 11.0% 116.2 122.0 95% 90% Conform sta. 3+55, elev. 320.0, 4' west of wall. 304 1/19/00 Allan blockwall #2 east side sta. 10.9% 11.0% 119.1 122.0 98% 90% Conform I 6+10, elev. 320.5', 4.5' west of wall. 305 1/19/00 Water line backfill 1 O" PVC, sta. 20.2% 19.5% 96.9 104.0 93% 90% Conform 5+30, elev. 313.0. I 306 1/19/00 Allan blockwall #2 east side sta. 10.2% 11.0% 117.3 122.0 96% 90% Conform 5+50, elev. 321.0, 4' west of wall. 307 1/19/00 Allan blockwall #2 east side sta. 9.8% 11.0% 117.0 122.0 96% 90% Conform I 6+25, elev. 321.0, 4' west of wall. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 24 of 49 Fax: (619) 715-5810 !I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 308 1/20/00 Faraday Street Median subgrade 15.0% 12.0% 108.9 119.0 92% 90% Conform I between curb 52' west from east and finish subgrade -2". 309 1/20/00 Water line 10" PVC backfill, sta. 20.6% 19.5% 97.2 104.0 93% 90% Conform I 12+50, elev. 291.5. 310 1/20/00 Faraday Street Median subgrade 15.8% 12.0% 108.2 119.0 91% 90% Conform between curb, 200' west from east end and finish subgrade - I 2.5". 311 1/20/00 Waterline 10" PVC backfill, STA. 17.4% 16.0% 102.8 109.4 94% 90% Conform 11+35, elev. 302.5'. 312 1/20/00 Faraday Street Median subgrade 14.2% 12.0% 109.7 119.0 92% 90% Conform I between curb 350' west from east end finish subgrade -2.0". 313 1/20/00 Faraday Street Median subgrade 13.4% 12.0% 108.8 119.0 91% 90% Conform I between curb 175' east from west end finish subgrade -2.0". 314 1/24/00 Water line backfill 1 O" PVC west 18.9% 16.0% 100.3 109.4 92% 90% Conform I of allan block wall #2 south west and STA. 14+80 elev. 310.5. I 315 1/24/00 Water line backfill 1 O" PVC north 20.8% 19.5% 98.4 104.0 95% 90% Conform of allan blockwall #2 south side sta. 13+95' elev. 313.5. 316 1/24/00 Water line backfill 1 O" PVC north 20.7% 19.5% 96.9 104.0 93% 90% Conform I of allan blockwall #2 south side sta. 13+25, elev. 314.5. 317 1/24/00 Water line backfill 10" PVC west 17.3% 16.0% 101.5 109.4 93% 90% Conform of allan blockwall #2 east side I sta. 12+80, elev. 315.5. 318 1/24/00 Water line backfill 1 O" PVC west 20.9% 19.5% 98.4 104.0 95% 90% Conform of Allan blockwall #1, sta. 3+05, elev. 314.5. I 319 1/24/00 Water line backfill 1 O" PVC west 20.1% 19.5% 95.6 104.0 92% 90% Conform of allan blockwall #1, sta. 2+45, elev. 315. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 25 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 320 1/27/00 Water line backfill 10" PVC east 18.5% 16.0% 102.6 109.4 94% 90% Conform I of building STA.11+90, elev. 316.0. 321 1/27/00 Backfill around manhole box @ 16.9% 16.0% 100.8 109.4 92% 90% Conform south end of Allan wall #1, I northeast of box elev. 312.5. 322 1/27/00 Water line backfill 10" PVC east 18.4% 16.0% 101.6 109.4 93% 90% Conform of bldg. STA. 10+45, elev. 316.0. I 323 1/27/00 Water line backfill 10" PVC east 20.9% 19.5% 95.9 104.0 92% 90% Conform of bldg. STA. 9+75, elev. 316. 324 1/28/00 Water line backfill 1 0" PVC, north 20.9% 19.5% 95.8 104.0 92% 90% Conform I of building sta. 6+00, elev. 318.0. 325 1/28/00 Water line backfill 1 0" PVC north 21.0% 19.5% 95.5 104.0 92% 90% Conform of building sta. 5+15,e lev. 318.5. I 326 1/28/00 Water line backfill 10" PVC 18.0% 16.0% 102.0 109.4 93% 90% Conform northeast of building sta. 6+50, elev. 318.5. I 327 1/28/00 Water line backfill 1 0" PVC 18.6% 16.0% 101.4 109.4 93% 90% Conform northeast of building sta. 8+10 elev. 319.0. I 328 1/28/00 Water line backfill 10" PVC 21.0% 19.5% 97.6 104.0 94% 90% Conform northwest of bldg. Sta. 4+1 0, elev. 319.0. 329 1/31/00 Water line backfill @ west of 20.5% 19.5% 96.5 104.0 93% 90% Conform I bldg. Sta. 1+55, elev. 320.0. 330 1/31/00 Water line backfill @ west section 19.9% 19.5% 97.8 104.0 94% 90% Conform of bldg. Sta. 0+40 elev. 320.0. I 331 1/31/00 Water line backfill @ west section 20.8% 19.5% 95.8 104.0 92% 90% Conform of bldg. Sta. 2+09, elev. 319.5. 332 2/2/00 Sewer line backfill East of El 19.3% 19.5% 95.1 104.0 91% 90% Conform I Camino Real. 35' east of curb/gutter elev. 319.0 I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 26 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 333 2/2/00 Water line backfill, 10" PVC,@ 21.2% 19.5% 97.6 104.0 94% 90% Conform I southwest of building, west of Allan building wall 2, station 7 + 05, elev. 312.0 334 2/2/00 Storm drain backfill 16" RCP east 20.9% 19.5% 96.7 104.0 93% 90% Conform I of El Camino Real running north to existing manhole drain, 10' north of south manhole (new) elev. 311.0 I 335 2/2/00 Water line backfill 1 O' PVC at 19.7% 19.5% 97.1 104.0 93% 90% Conform northeast of building, station 7 + 30, elev. 319.0 336 2/8/00 Water line 1 O" RCP, west of Bldg. 19.9% 19.5% 95.8 104.0 92% 90% Conform I Sta 4+80, Elev. 313.0 337 2/8/00 Water line 1 O" RCP, west of Bldg. 20.1% 19.5% 95.2 104.0 92% 90% Conform Sta 3+90, Elev. 313.5 338 2/10/00 Pilon block wall repair Sta. 4+25 9.2% 11.0% 116.3 122.0 95% 90% Conform I Elev 316.5 339 2/10/00 CMP water line SW of bldg Sta. 21.1% 19.5% 94.9 104.0 91% 90% Conform 6+10 Elev. 312.0 340 2/10/00 CMP water line SW of bldg 90° to 20.8% 19.5% 95.2 104.0 92% 90% Conform I E 25' E of test 339 Elev 311.5 (near retaining wall bottom) I 341 2/10/00 CMP water line SW of bldg 90° to 20.4% 19.5% 97.2 104.0 93% 90% Conform E 10' WofE end Elev 311.5 342 2/10/00 Water line 1 O" PVC @ SE bldg 19.6% 19.5% 96.8 104.0 93% 90% Conform corner Sta. 12+25, Elev 318.5 I 343 2/10/00 Sewer line 4" PVC running S to E 18.6% 16.0% 101.6 109.4 93% 90% Conform parallel to WSA side of bldg Sta 4+20 Elev 316.0 344 2/11/00 4" PVC sewer line backfill W of 22.1% 19.5% 94.9 104.0 91% 90% Conform I bldg running N to S Sta 1+85 Elev 318.0 345 2/11/00 4" PVC sewer line backfill W of 21.8% 19.5% 95.8 104.0 92% 90% Conform I bldg running N to S Sta 2+65 Elev 317.5 Cover geogrids 346 2/11/00 Pilon block wall #3, 12' N 6' W 10.9% 11.0% 117.0 122.0 96% 90% Conform from SE wall corner top of MH I box-2.75 I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 27 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 347 2/11/00 Pilon block wall #3, S side 39' W 11.2% 11.0% 117.9 122.0 97% 90% Conform I 5.5' N from SE comer top of MH box -2.0 348 Number not used 349 Number not used I 350 Number not used 351 Number not used 352 Number not used 353 Number not used I 354 Number not used 355 Number not used 356 Number not used 357 Number not used I 358 Number not used 359 Number not used 360 Number not used 361 Number not used I 362 Number not used 363 Number not used 364 Number not used I 365 Number not used 366 Number not used 367 Number not used 368 2/14/00 21.4% 19.5% 94.8 104.0 91% 90% Conform I Sewer line backfill 4" PVC @ NW of bldg Sta 0+90 Elev 319.0 369 2/14/00 20.9% 19.5% 96.6 104.0 93% 90% Conform Sewer line backfill 4" PVC @ NW I of bldg Sta 0+45 Elev 318.5 370 2/14/00 Sewer line backfill 30" RCP Sta 20.2% 19.5% 95.8 104.0 92% 90% Conform 4+58 Elev 319.0 371 2/15/00 Pilon block wall #1 Sta 7+20 Elev 10.9% 11.0% 117.2 122.0 96% 90% Conform I 311.0 372 2/15/00 Pilon block wall #1 Sta 6+55 Elev 10.6% 11.0% 116.0 122.0 95% 90% Conform 311.0 373 2/15/00 Pilon block wall #1 Sta 5+ 70 Elev 10.2% 11.0% 117.1 122.0 96% 90% Conform I 311.5 374 2/15/00 Pilon block wall #1 Sta 6+ 70 Elev 10.0% 11.0% 116.9 122.0 96% 90% Conform 311.5 I 375 2/15/00 Pilon block wall #1 Sta 4+30 Elev 10.8% 11.0% 116.3 122.0 95% 90% Conform 311.5 I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 28 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Ory Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 376 2/17/00 Pilon block wall No. 1 Sta 4+30 10.1% 11.0% 116.9 122.0 96% 90% Conform I Elev 312.5 3.5' E of wall 377 2/17/00 Pilon block wall No. 1 Sta 5+10 10.9% 11.0% 119.1 122.0 98% 90% Conform Elev 312.5 3.0' E of wall 378 2/17/00 Pilon block wall No. 1 Sta 6+05 10.6% 11.0% 117.0 122.0 96% 90% Conform I Elev 312.5 3.5' E of wall 379 2/17/00 Pilon block wall No. 1 Sta 4+10 10.2% 11.0% 117.1 122.0 96% 90% Conform Elev 313.0 3.0' E of wall 380 2/18/00 Pilon block wall #1 Sta 2+05 Elev 10.3% 11.0% 117.4 122.0 96% 90% Conform I 313.0 3' E of wall 381 2/18/00 Pilon block wall #1 Sta 3+ 70 Elev 9.8% 11.0% 115.8 122.0 95% 90% Conform 313.8 3' E of wall 382 2/18/00 Pilon block wall #1 Sta 2+ 78 Elev 10.6% 11.0% 117.9 122.0 97% 90% Conform I 313.8 3' E of wall 383 2/18/00 Pilon block wall #1 Sta 4+50 Elev 10.0% 11.0% 118.2 122.0 97% 90% Conform 314.0 3.5' E of wall 384 2/18/00 Pilon block wall #1 Sta 5+65 Elev 10.8% 11.0% 115.9 122.0 95% 90% Conform I 314.0 3' E of wall 385 2/18/00 10" PVC water line backfill below 18.4% 16.0% 104.6 109.4 96% 90% Conform curb/gutter S side of Faraday Sta I 9+95 Elev 320.5 386 2/18/00 Pilon block wall #1 Sta. 4+05 10.4% 11.0% 117.4 122.0 96% 90% Conform Elev 314.2 3.5' E of wall 387 2/18/00 Pilon block wall #1 Sta 5+85 Elev 10.0% 11.0% 117.3 122.0 96% 90% Conform I 314.2 388 2/18/00 Electrical trench backfill S of 22.1% 19.5% 94.2 104.0 91% 90% Conform Faraday Sta 11+26 Elev 321.5 389 2/18/00 Electrical trench backfill S of 21.9% 19.5% 93.9 104.0 90% 90% Conform I Faraday Sta 12+50 Elev 322.5 390 2/19/00 Pilon block wall #1 backfill Sta 10.2% 11.0% 115.8 122.0 95% 90% Conform 5+70 Elev 315.0 3.5' E of wall 391 2/19/00 11.0% 11.0% 117.0 122.0 96% 90% Conform I Pilon block wall #1 backfill Sta4.00 Elev 315.0 3.0' E of wall 392 2/19/00 Pilon block wall #1 backfill Sta 11.3% 11.0% 116.0 122.0 95% 90% Conform I 3+08 Elev 315.0 3.0' E of wall 393 2/19/00 Pilon block wall #1 backfill Sta 10.9% 11.0% 117.3 122.0 96% 90% Conform 2+70 Elev 315.5 3.0' E of wall 394 2/22/00 Electrical line backfill S of 22.0% 19.5% 95.5 104.0 92% 90% Conform I Faraday sidewalk Sta 8+70 Elev 320.0 I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 29 of49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 395 2/22/00 Electrical line backfill S of 21.6% 19.5% 96.9 104.0 93% 90% Conform I Faraday sidewalk Sta 9+60 Elev 319.5 396 2/22/00 Electrical line backfill S of 19.1% 16.0% 101.9 109.4 93% 90% Conform Faraday sidewalk Sta 14+80 Elev I 326.5 397 2/22/00 Electrical line backfill S of 19.0% 16.0% 100.6 109.4 92% 90% Conform Faraday sidewalk Sta 16+75 Elev 328.0 I 398 2/28/00 300' S from north side of wall (7th 9.5% 11.0% 112.0 122.0 92% 90% Conform course) west of bldg. 399 2/29/00 Pilon block wall #2 Sta 6+25 Elev 10.1% 11.0% 116.1 122.0 95% 90% Conform 316.2 I 400 2/29/00 Pilon block wall #2 Sta 4+78 Elev 10.9% 11.0% 119.7 122.0 98% 90% Conform 316.2 401 2/29/00 Pilon block wall #2 Sta 3+30 Elev 10.6% 11.0% 117.0 122.0 96% 90% Conform 316.2 I 402 2/29/00 Pilon block wall #2 Sta 2+20 Elev 10.0% 11.0% 116.3 122.0 95% 90% Conform 317.0 403 2/29/00 Pilon block wall #2 Sta 3+25 Elev 9.9% 11.0% 117.3 122.0 96% 90% Conform I 317.0 404 2/29/00 Pilon block wall #2 Sta 4+30 Elev 9.8% 11.0% 117.6 122.0 96% 90% Conform 317.5 405 2/29/00 Pilon block wall #2 Sta 1 +80 Elev 10.8% 11.0% 118.1 122.0 97% 90% Conform I 317.5 406 3/1/00 Pilon block wall #1 Sta 1 +50 Elev 9.8% 11.0% 116.2 122.0 95% 90% Conform 318.0 4.0' E of wall 407 3/1/00 Pilon block wall #1 Sta 2+85 elev 9.9% 11.0% 116.9 122.0 96% 90% Conform I 318.0 3.5' E of wall 408 3/1/00 Pilon block wall #1 Sta 4+15 Elev 9.6% 11.0% 115.8 122.0 95% 90% Conform 318.0 3.5' E of wall 409 3/1/00 Pilon block wall #1 Sta 4+05 Elev 10.6% 11.0% 117.4 122.0 96% 90% Conform I 318.5 4.0' E of wall 410 3/2/00 Pilon block wall #1 Sta 1 +35 Elev 9.7% 11.0% 115.5 122.0 95% 90% Conform 318.5 411 3/2/00 Pilon block wall #1 Sta 0+80 Elev 10.1% 11.0% 117.0 122.0 96% 90% Conform I 319.0 412 3/2/00 Pilon block wall #1 Sta 1 +-5 Elev 9.9% 11.0% 116.0 122.0 95% 90% Conform 320.0 I 413 3/2/00 Pilon block wall Sta 0+00 Elev 9.6% 11.0% 115.8 122.0 95% 90% Conform 320.5 I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 30 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 414 3/2/00 17.2% 14.0% 107.5 118.0 91% 90% Conform I Roadway improvement east of El Camino Real, Sta 339+40 3.5' E of W existing pavement FSG 415 3/2/00 Roadway improvement east of El 16.8% 14.0% 103.8 118.0 88% 90% Non conform I Camino Real, Sta 340+60 4.0' E of W existing pavement FSG (RETEST ON 421) 416 3/3/00 16.5% 14.0% 102.1 118.0 87% 90% Non conform I Roadway improvement El Camino Road E site Sta 342+30 6' E of existing pavement FSG 417 3/3/00 17.1% 14.0% 99.8 118.0 85% 90% Non conform I Roadway improvement El Camino Road E site Sta 341+70 7' E of existing pavement FSG 418 3/3/00 18.9% 14.0% 100.2 118.0 85% 90% Non conform I Roadway improvement El Camino Road E site Sta 341+05 1 O' E of existing pavement FSG I 419 3/3/00 19.4% 14.0% 105.1 118.0 89% 90% Non conform Roadway improvement El Camino Road, E site Sta 340+10 5' E of existing pavement FSG I 420 3/3/00 12.4% 14.0% 97.1 118.0 82% 90% Non conform Roadway improvement El Camino Real, E side Sta 341+75 6' E of existing pavement FSG I 421 3/3/00 17.2% 14.0% 104.6 118.0 89% 90% Non conform RETEST OF 415 Roadway improvement El Camino Road E side Sta 340+55 I 8' E of exisiting pavement FSG 422 3/3/00 Faraday roadway improvement S 20.1% 18.0% 104.2 108.0 96% 95% Conform side Sta 10+50 3' S of existing I pavement FSG 423 3/3/00 Faraday roadway improvement S 19.9% 18.0% 100.9 108.0 93% 95% Nonconform side Sta 12+00 5' S of existing pavement FSG I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 31 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 424 3/3/00 Roadway Improvement Faraday 19.4% 18.0% 100.2 108.0 93% 95% Nonconform I S side Sta 12+50 7' S of existing pavement FSG 423A 3/3/00 Retest of Faraday roadway 19.7% 18.0% 102.8 108.0 95% 95% Conform improvement Test #423 I 424A 3/3/00 Retest of Faraday roadway 19.7% 18.0% 102.8 108.0 95% 95% Conform improvement Test #424 417A 3/3/00 Retest of El Camino Roadway 16.2% 14.0% 106.9 118.0 91% 90% Conform improvement Test #417 I 420A 3/3/00 Retest of El Camino Roadway 16.2% 14.0% 106.9 118.0 91% 90% Conform Improvement Test #420 419A 3/3/00 Retest of El Camino Roadway 15.9% 14.0% 108.2 118.0 92% 90% Conform improvement Test #419 I 418A 3/3/00 Retest of El Camino Roadway 15.9% 14.0% 108.2 118.0 92% 90% Conform improvement Test #418 416A 3/3/00 Retest of El Camino Roadway 15.8% 14.0% 107.1 118.0 91% 90% Conform I improvement Test #416 421A 3/3/00 Retest of El Camino Roadway 15.5% 14.0% 106.5 118.0 90% 90% Conform improvement Test #421 425 3/3/00 Faraday roadway improvement 21.2% 19.5% 100.0 104.0 96% 95% Conform I Driveway to NW side of bldg, Sta 13+75, 12' S of pavement FSG 426 3/3/00 Faraday roadway improvement 20.9% 19.5% 99.3 104.0 95% 95% Conform I Driveway to NW side of bldg, Sta 14+95, 4' S of pavement FSG 427 3/3/00 Faraday roadway improvement 19.9% 18.0% 104.2 108.0 96% 95% Conform I Driveway to NW side of bldg, Sta 16+ 70, 4' S of pavement FSG 428 3/3/00 Faraday roadway improvement 20.2% 18.0% 105.3 108.0 98% 95% Conform I Driveway to NW side of bldg, Sta 17+50, 4' S of pavement FSG 429 3/10/00 Fire water line backfill @ NW of 21.2% 19.5% 95.9 104.0 92% 90% Conform I bldg 15' N 16' E from NW bldg corner Elev 319.5 430 3/10/00 Fire water line backfill @ NW of 21.9% 19.5% 95.1 104.0 91% 90% Conform I bldg 15' N 40' W from NW bldg corner Elev 319.5 I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 32 of49 Fax: (619) 715-5810 I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 431 3/10/00 Water line backfill @ NW of 20.6% 19.5% 97.5 104.0 94% 90% Conform I bldg/office 16' W 15' N for NW bldg/office corner Elev 320.5 432 3/10/00 Water line backfill @ SW of 21.5% 19.5% 95.5 104.0 92% 90% Conform bldg/office 1 O' W 8' N from SW I bldg/office corner Elev 319.5 433 3/11/00 Combined Trench-Electric, 22.7% 19.5% 96.2 104.0 93% 90% Conform Cable, TV, Gas NW of Site 105' S from N end Elev. 318.5' I 434 3/11/00 Combined Trench-Electric, 22.1% 19.5% 94.5 104.0 91% 90% Conform Cable, TV, Gas W of Site 11 O' N of Electrical Valut Elev. 314.0' I 435 3/11/00 Faraday roadway improvement, 22.9% 19.5% 98.9 104.0 95% 90% Conform S side, Sta 9+50, FSG, 3' S of Existing pavement 436 3/11/00 Faraday roadway improvement, 23.1% 19.5% 99.7 104.0 96% 90% Conform I S dide, Sta 13+10, FSG, 10' S of existing pavement 437 3/11/00 Combined Trench, W of Bldg, 58' 23.9% 19.5% 95.6 104.0 92% 90% Conform I S of northern electric vault, Top ofvault-1.0' 438 3/11/00 Electric/Cable TV trench backfill 22.8% 19.5% 94.8 104.0 91% 90% Conform @ SW of Bldg, 25' NE of alien I block wall #1, Top of alien block wall #1 -4.5' 439 3/11/00 Electric/Cable TV trench backfill 20.9% 19.5% 96.9 104.0 93% 90% Conform @ SW of Bldg, 20' NE of alien I block wall #1, top of alien block wall #1 -2.5' 440 3/13/00 Faraday roadway improvements, 19.7% 18.0% 102.9 108.0 95% 95% Conform Sta 16+60, 35' S of existoing I pavement, FSG 441 3/13/00 Faraday roadway improvements, 19.9% 19.5% 99.5 104.0 96% 95% Conform Sta 14+8, 4.0' S of existing pavement, FSG I 442 3/13/00 Electric/Cable TV trench backfill, 20.6% 19.5% 94.7 104.0 91% 90% Conform 90' SW of Bldg wall FSG -25" I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 33 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April24,2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 443 3/13/00 Electric/Cable 1V trench backfill, 21.2% 19.5% 94.7 104.0 91% 90% Conform I 30' NE of alien block wall, FSG - 2.5' 444 3/13/00 Electric/Cable 1V trench backfill, 20.9% 19.5% 93.9 104.0 90% 90% Conform 35' SW of Bldg wall, FSG -2.5' I 445 3/13/00 El Camino Road roadway 7.7% 7.5% 125.0 131.5 95% 95% Conform improvement, Sta 340+25, 7.5' E of existing pavement, Base level I 446 3/13/00 -El Camino Road roadway 8.1% 7.5% 126.3 131.5 96% 95% Conform improvement, Sta 341+15, 7.0' E of existing pavement, Base level I 447 3/13/00 El Camino Road roadway 7.6% 7.5% 126.2 131.5 96% 95% Conform improvement 55' S from N end, 8.0' E of existing pavement, Base I level 448 3/13/00 Fill @ west section of Bldg 75' W, 20.2% 18.0% 100.2 108.0 93% 90% Conform 79' S from NW corner of Bldg, Elev 317.0 I 449 3/13/00 El Camino Road roadway 7.7% 7.5% 126.8 131.5 96% 95% Conform improvements, 65' S from N end, 8.5' E of existing pavemtnt Base I level 450 3/14/00 West section curb/gutter east of 19.0% 16.Q¾ 105.0 113.5 93% 90% Conform alien block wall #1, 60' S, 12' W of N fire hydrant FSG -0.5 I 451 3/14/00 East section curb/gutter, west of 18.7% 16.0% 104.0 113.5 92% 90% Conform Bldg, 45' S, 50' W of N fire line valve FSG -0.5' 452 3/14/00 Faraday roadway improvement, 7.8% 7.5% 125.9 131.5 96% 95% Conform I driveway to NW Bldg corner, 38' W of east drain box, 11' S of existing pavement, Base level I 453 3/14/00 Faraday roadway improvement 7.9% 7.5% 126.2 131.5 96% 95% Conform driveway to NW Bldg corner, 72' W of east drain box, 6.5' S of I existing pavement, Base level I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 34 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test Test Location Moisture Dry Density (pct) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 3/14/00 Faraday roadway improvement, 7.4% 7.5% 127.6 131.5 97% 95% Conform I west future driveway, Sta 10+65, Base level 455 3/14/00 Faraday roadway improvement 8.1% 7.5% 124.9 131.5 95% 95% Conform curb/gutter, Sta 16+20, Base I level 456 3/14/00 Faraday roadway improvement 7.9% 7.5% 126.1 131.5 96% 95% Conform curb/gutter, Sta 15+00, Base level I 457 3/15/00 Waterline backfill on 1 O" PVC at 6.9% 7.5% 121.5 131.5 92% 90% Conform Orion St., 3-5' deep, 15' N of S valve, FSG -2.0' 458 3/15/00 Water line running E to W from 19.0% 17.6% 101.3 110.0 92% 90% Conform I Orion St., Sta 13+12, Elev 292.0 459 3/15/00 Faraday curb/gutter roadway 8.1% 7.5% 125.0 131.5 95% 95% Conform I improvement, Sta 12+55, Base level 460 3/15/00 Faraday curb/gutter roadway 7.9% 7.5% 124.8 131.5 95% 95% Conform improvement, Sta 9+25, Base I level 461 3/15/00 Curb/gutter@ NW of Bldg, 60' 20.7% 18.0% 98.3 108.0 91% 90% Conform NE from NW Bldg corner, FSG - 0.5' I 462 3/15/00 Curb/gutter@ N of office Bldg, 22.0% 19.5% 94.4 104.0 91% 90% Conform 70' #, 28' N from NW office Bldg corner@ FSG 463 3/15/00 Curb/gutter@ N of office Bldg, 21.8% 19.5% 95.2 104.0 92% 90% Conform I 32' E, 30' N of NE office Bldg corner Elev -0.5 464 3/15/00 Waterline backfill @ tie-in near 19.2% 18.0% 100.7 108.0 93% 90% Conform Orion St, 1 O' to west of valve I FSG-2.0' 465 3/15/00 El Camino Road roadway 8.6% 7.5% 126.1 131.5 96% 95% Conform improvement, 15' E of existing I pavement, 60' N of S MH box, Base level (driveway to Bldg) 466 3/15/00 El Camino Road roadway 8.7% 7.5% 125.0 131.5 95% 95% Conform improvement, 70' E of existing I pavement, 35' N of S MH box, Base level (driveway to Bldg) I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 35 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3131102 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non- 467 3/15100 Faraday westerly driveway 8.9% 7.5% 126.1 131.5 96% 95% Conform I (roadway improvement), Sta 10+60, 18' S of existing pavement, Base level 468 3/15100 Faraday westerly driveway 9.0% 7.5% 124.8 131.5 95% 95% Conform I (roadway improvement), Sta 10+25, 8' S of existing pavement, Base level 469 3/15/00 8.4% 7.5% 125.1 131.5 95% 95% Conform I Faraday driveway to NW of Bldg, 30' S of existing pavement, Sta 13+70, Base level 470 3/16100 Loading dock@ SE of Bldg, 25' 21.9% 19.5% 95.8 104.0 92% 90% Conform I N, 4' E from S end of easterly wingwall, FSG-1.0 471 3/16/00 Loading dock@ SE of Bldg, 12' 19.2% 18.0% 102.6 108.0 95% 90% Conform N, 4' E from S end of westerly I wingwall FSG -1.0 472 3116100 Loading dock @ SE of Bldg 18.5% 15.5% 103.8 112.0 93% 90% Conform between easterly & westerly I wingwall near center, 4'S of Bldg, FSG 473 3116100 Loading dock@ SE of Bldg, 35' 19.6% 18.0% 101.8 108.0 94% 90% Conform from NW end of E wingwall, 6' S I of Bldg, FSG -1.5 474 3116/00 Loading dock@ SE of Bldg, 21.1% 19.5% 96.6 104.0 . 93% -90% Conform midway of E wingwall & SE Bldg corner, 5.0' S of Bldg wall, FSG - I 0.5 475 3116100 Loading dock@ SE of Bldg 20.9% 19.5% 96.7 104.0 93% 90% Conform midway of E & W wingwall, 50' S of Bldg wall, FSG I 476 3116/00 Loading dock@ SE of Bldg, 41' 17.6% 15.5% 103.9 112.0 93% 90% Conform S, 31' W from SE Bldg comer, FSG 477 3/17/00 Loading dock@ SE of Bldg, 40' 21.5% 19.5% 94.8 104.0 91% 90% Conform I E, 32' S from the comer of Bldg & E wingwall, FSG 478 3/17/00 Loading dock @ SE of Bldg, 60' 21.2% 19.5% 96.8 104.0 93% 90% Conform I E, 45' S from the corner of Bldg & E wingwall, FSG I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 36 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 .1 Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 479 3/17/00 Curb/gutter@ NED of Bldg, 7.0' 22.0% 19.5% 96.6 104.0 93% 90% Conform I N of Bldg wall, 35' W from NE Bldg corner, FSG -1.5' 480 3/20/00 Loading dock@ SE of building, 6.0% 6.5% 133.9 141.0 95% 95% Conform between east and west I wingwalls, 15' W 12'5 from NE wingwall corner base level 481 3/20/00 6.2% 6.5% 134.0 141.0 95% 95% Conform Loading dock@ SE of building, I between east and west wingwalls, 40' S 1 O' E from NW wingwall corner base level 482 3/20/00 6.1% 6.5% 135.2 141.0 96% 95% Conform I Loading dock @ SE of building, between east wingwall & SE building corner, 20' S 35' W from I SE building corner base level 483 3/20/00 Loading dock @ SE of building, 6.6% 6.5% 135.4 141.0 96% 95% Conform between east and west wingwalls, 46' S 25' E from SW I building corner and E wingwall base level 484 3/21/00 Base for Faraday/El Camino Real 8.4% 7.5% 126.1 131.5 96% 95% Conform Rdwy. Faraday Rdwy I improvement; STA 9+48, 3.5' S of existing point, Base level 485 3/21/00 Base for Faraday/El Camino Real 8.1% 7.5% 126.3 131.5 96% 95% Conform Rdwy. Faraday Rdwy I improvement; STA 10+50, 4.0' S of existing point, Base level 486 3/21/00 7.9% 7.5% 125.2 131.5 95% 95% Conform Base for Faraday/El Camino Real I Rdwy. Faraday Rdwy improvement; STA 12+05, 10.0' S of existing point, Base level 487 3/21/00 8.2% 7.5% 127.3 131.5 97% 95% Conform I Base for Faraday/El Camino Real Rdwy. Faraday Rdwy improvement; STA 13+55, 12.0' I S of existing point, Base level I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 37 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 Project Name: FEDERAL EXPRESS VAN I STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 488 3/21/00 Base for Faraday/El Camino Real 7.4% 7.5% 126.4 131.5 96% 95% Conform I Rdwy. Faraday Rdwy improvement; STA 15+00, 3.5' S of existing point, Base level 489 3/21/00 Base for Faraday/El Camino Real 7.8% 7.5% 124.9 131.5 95% 95% Conform I Rdwy. Faraday Rdwy improvement; STA 16+50, 3.5' S of existing point, Base level 490 3/21/00 Fill on curb/gutter 12' S of west 19.9% 18.0% 101.1 108.0 94% 90% Conform I end of Allan Block wall #2, FSG- 2.0 491 3/21/00 Fill on curb/gutter 20' S of west 19.2% 18.0% 101.8 108.0 94% 90% Conform end of Allan Block wall #2, FSG I 492 3/21/00 Fill on curb/gutter south side 20.0% 18.0% 99.5 108.0 92% 90% Conform coming from Orion St., STA 1+85, FSG-0.5 493 3/21/00 Curb/gutter south side near 19.8% 18.0% 99.4 108.0 92% 90% Conform I driveway approach of Orion & Private Rd., STA 4+08, FSG 494 3/21/00 Curb/gutter north side near 19.4% 18.0% 100.6 108.0 93% 90% Conform I driveway approach of Orion & Private Rd., 25' south of existing asphalt, FSG 495 3/27/00 Base for Faraday/El Camino 8.1% 7.5% 126.1 131.5 96% 90% Conform I Rdwy concrete spandrel driveway appr. To NW of Bldg 40' E of West end, 7' South of AC Class II Base, Faraday Rdwy I Improvement. 496 3/27/00 7.8% 7.5% 126.1 131.5 96% 90% Conform Base for Faraday/El Camino Rdwy concrete spandrel, west I driveway rppr. 48' E of W end, 8' S of AC pavement, Class II Base, faraday Rdwy Improvement 497 3/28/00 Faraday Rdwy Improvement, 19.8% 18.0% 99.5 108.0 92% 90% Conform I sidewalk subgrade 140' E from W end 25' S of curb FSG I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 38 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Date Field Optimum Field Maximum Obtained 498 3/28/00 El Camino Real Roadway 7.9% 7.5% 126.4 131.5 96% 90% Conform I improvement, concrete spandrel 48' S from N end, 4' E of AC pavement, Class II base 499 3/28/00 20.2% 19.5% 95.8 104.0 92% 90% Conform I Sidewalk@ NW of Bldg 24' E, 47' S from NW Bldg. Comer FSG 500 3/28/00 Sidewalk/flatwork N of office 21.2% 19.5% 98.2 104.0 94% 90% Conform Bldg., 85' W, 15' N from NE office I Bldg. Corner, FSG 501 3/28/00 NE parking/traveled way, 58' E, 21.3% 19.5% 100.9 104.0 97% 90% Conform 39' N from NE office Bldg. Corner, FSG I 502 3/28/00 NE parking/traveled way, 17' S, 21.0% 18.0% 104.1 108.0 96% 90% Conform 36' W from NE East curb, FSG 503 3/28/00 Pipe wingwall backfill @ S 20.9% 19.5% 95.7 104.0 92% 90% Conform section of site, 3' N, 3' E from I NW wingwall corner FSG -1.0' 504 3/29/00 Subgrade N of office Bldg, 60' E, 19.7% 17.6% 103.2 110.0 94% 90% Conform 53' N from NW comer, FSG 505 3/29/00 Subgrade NW of Bldg., 48' N, 20.4% 18.0% 100.6 108.0 93% 90% Conform I 110' W from NW Bldg corner, FSG 506 3/29/00 Sidewalk @ Faraday roadway 19.7% 18.0% 98.7 108.0 91% 90% Conform I improvement, 160' W from E end, 2.5' S of curb, FSG 507 3/29/00 Sidewalk@ Faraday roadway 21.9% 17.6% 102.3 110.0 93% 90% Conform improvement, 85' E of MH drain I (east of driveway into Bldg), 2.5' S of curb, FSG 508 3/29/00 Subgrade W of Bldg, 21' W, 20' S 20.1% 17.6% 100.5 108.0 93% 90% Conform from NW curb of south big I planter, FSG 509 3/29/00 Subgrade W parking, 100' S, 39' 19.2% 17.6% 100.8 108.0 93% 90% Conform E from NW parking curb/gutter, FSG I 510 3/30/00 Sidewalk N of Private Rd., 20.6% 19.5% 95.4 104.0 92% 90% Conform running west from Orion St., 62' E from Wend, FSG. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 39 of49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April24,2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 511 3/30/00 Sidewalk N of Private Rd., 18.2% 17.6% 102.6 110.0 93% 90% Conform I running west from Orion St., 15' W of electrical vault, FSG. 512 3/30/00 Sidewalk E of El Camino Real 60' 19.9% 19.5% 95.8 104.0 92% 90% Conform S of MH drain box 25' E of curb, I FSG. 513 3/30/00 Sidewalk E of El Camino Real 20.0% 19.5% 96.6 104.0 93% 90% Conform 105' S of MH drain box 2.5' E of curb, FSG. I 514 3/30/00 Subgrade S of wash bldg area, 22.1% 19.5% 96.9 104.0 93% 90% Conform 29' S 22' W from SE corner (cone. Slab), FSG. 515 3/30/00 Subgrade S of bldg 41' W 18' N 21.5% 19.5% 97.9 104.0 94% 90% Conform I from SW comer of bldg & west wing wall (N end) FSG. 516 3/30/00 Subgrade SW of bldg 41' W 18' N 18.8% 17.6% 103.6 110.0 94% 90% Conform from SW comer of bldg & west I wing wall (N end) FSG 517 3/30/00 Sidewalk @ Faraday Rdwy 19.0% 17.6% 101.4 110.0 92% 90% Conform Improvement 85' W of, Spandrel I end (east portion) 25' S of curb, FSG. 518 3/30/00 Subgrade @ S of loading dock, 19.2% 18.0% 99.6 108.0 92% 90% Conform 26' S, 6 W from S end of W wing I wall, FSG. 519 3/31/00 19.9% 18.0% 101.5 108.0 94% 90% Conform Subgrade@ E of bldg 85' N 17' E from SE bldg corner, FSG. I 520 3/31/00 20.2% 18.0% 101.4 108.0 94% 90% Conform Subgrade @ E of bldg 80' S 22' E from NE bldg comer, FSG. 521 3/31/00 19.1% 18.0% 99.2 108.0 92% 90% Conform I Subgrade @ SE of building 38' W 49' S from SE MH drain near Allan Block wall #2 corner, FSG. 522 3/31/00 Subgrade @ Service Rd./Entry to 19.8% 18.0% 100.6 108.0 93% 90% Conform I loading dock between W ends of Allan Block wall #3 & 2, 19' W 20' S of fire hydrant FSG. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 40 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3131/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 523 3131100 Street subgrade, south of 20.6% 19.5% 97.5 104.0 94% 90% Conform I building, running W from Orion St., STA 1+75, 12' N of S curb, FSG 524 4/5/00 N of office bldg, 68' N 77' W from 7.9% 7.5% 125.1 131.5 95% 95% Conform I NE office bldg comer, Class II base level 525 4/5/00 NE of bldg, 25' W 46' Strom NE 7.6% 7.5% 126.1 131.5 96% 95% Conform curb comer, Class II base level I 526 4/5/00 NW of bldg, 60' S 27' W from fire 8.9% 7.5% 126.7 131.5 96% 95% Conform main valve located @ NW of bldg Base Level 527 4/5/00 SW of bldg., 44' S 94' E from SW 7.4% 7.5% 127.4 131.5 97% 95% Conform I comer of wash area concrete slab Base Level 528 4/6/00 8.2% 7.5% 125.2 131.5 95% 95% Conform MD for Faraday & El Camino I Real Class II Base, NE of Bldg 39' W 24' N from NE bldg comer 529 4/6/00 MD for Faraday & El Camino 8.0% 7.5% 126.4 131.5 96% 95% Conform I Real Class II Base, NE of Bldg 19' E 18' N from NE bldg corner 530 4/6/00 7.9% 7.5% 126.5 131.5 96% 95% Conform MD for Faraday & El Camino I Real Class II Base, NE of Bldg 1 O' W 60' S from NE curb comer 531 4/6/00 8.4% 7.5% 124.8 131.5 95% 95% Conform MD for Faraday & El Camino I Real Class II Base, NW of bldg office, 43' E 1 O' S from NW curb corner near handicap sidewalk 532 4/6/00 MD for Faraday & El Camino 8.2% 7.5% 126.0 131.5 96% 95% Conform I Real Class II Base, NE of bldg office, 20' E 9' S from NW curb comer (2nd parking segment I from E side) 533 4/6/00 MD for Faraday & El Camino 7.7% 7.5% 125.3 131.5 95% 95% Conform Real Class II Base, N driveway appr. from Faraday, 15' S of I cone. Appr. 17' W of E curb I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 41 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required No 534 4/6/00 MD for Faraday & El Camino 8.4% 7.5% 125.4 131.5 95% 95% Conform I Real Class II Base, NW of bldg 31' N 35' E from NW building comer 535 4/6/00 Base for Faraday & El Camino 8.8% 7.5% 124.9 131.5 95% 95% Conform I Real, Class II Base@ SE of bldg, 31'W 53' E from SE corner of Allan Block wall #2 536 4/6/00 Base for Faraday & EI Camino 8.5% 7.5% 126.1 131.5 96% 95% Conform I Real Class II Base@ S of bldg, 34' S 41' E from SW corner of loading dock slab & E wing wall corner I 537 4/6/00 Base for Faraday & El Camino 8.9% 7.5% 125.5 131.5 95% 95% Conform Real Class II Base@ E of bldg, 98' N 12' E from SE bldg corner 538 4/6/00 Base for Faraday & El Camino 8.4% 7.5% 125.6 131.5 96% 95% Conform I Real Class II Base, W parking 24' S 21' E from fire hydrant located at Island 539 4/6/00 Base for Faraday & El Camino 8.9% 7.5% 125.8 131.5 96% 95% Conform I Real Class II Base @ W parking 31' N 25' W from SE corner curb/gutter drain I 540 4/6/00 8.4% 7.5% 125.0 131.5 95% 95% Conform Base for Faraday & El Camino Real Class II Base @ NW of bldg 32' W 19' S from NW bldg corner I 541 4/6/00 Base for Faraday & El Camino 7.8% 7.5% 124.9 131.5 95% 95% Conform Real Class II Base @ West parking 80' S 31' E from NE end of Allan Block wall #1 I 542 4/6/00 MD for Base at Faraday & El 7.8% 7.5% 126.2 131.5 96% 95% Conform Camino Real Class II Base, W of bldg 40' W 91' S from NW bldg comer I 543 4/6/00 MD for Base at Faraday & El 8.9% 7.5% 126.5 131.5 96% 95% Conform Camino Real Class II Base, SW of bldg, 60' S 5' W from SE I comer of cone. Slab @ wash area I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 42 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS· SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test Location Moisture Dry Density (pcf) Relative Compaction Conform Field Optimum Field Maximum Obtained Required Non-Conform 544 Class II base, south service Rd. 8.1% 7.5% 126.3 131.5 96% 95% Conform I from Orion St., Sta. 1+75, 31' S from N sidewalk edge. 545 4/11/00 Class II base, south service Rd. 7.9% 7.5% 127.6 131.5 97% 95% Conform from Orion St., Sta. 3+05, 12' N I of S curb/gutter. 546 4/11/00 Class II base, south service Rd. 8.2% 7.5% 125.0 131.5 95% 95% Conform from Orion St., Sta. 1+75, 35' S from N sidewalk edge. I 547 4/11/00 Subgrade south service Rd from 20.1% 18.0% 100.6 108.0 93% 90% Conform Orion St. 25' E of W 548 4/12/00 Sidewalk subgrade, S side E e.nd 21.6% 19.5% 96.8 104.0 93% 90% Conform of Faraday St., 21' E of SDGE I vault, 25' S of curb 549 3/21/00 Faraday Rdwy improvement Sta N/A N/A 141.9 147.8 96% 95% Conform 9+40, S of existing pvmt 2" thick ACpvmt. I 550 3/21/00 Faraday Rdwy lmpvmt., AC 2" N/A N/A 143.4 147.8 97% 95% Conform thick base pave Sta 10+40 3.0' S of exist pvmt. 551 3/21/00 Faraday Rdwy lmpvmt., AC 2" N/A N/A 142.0 147.8 96% 95% Conform I thick base pave Sta 11+30 3.5' S of exist pvmt. 552 3/21/00 Faraday Rdwy lmpvmt., AC 2" N/A N/A 140.8 147.8 95% 95% Conform I thick base pave Sta 12+65 8' S of exist pvmt. 553 3/21/00 Faraday Rdwy lmpvmt., AC 2" N/A N/A 144.0 147.8 97% 95% Conform thick base pave Sta 13+35 4' S of I exist pvmt. 554 3/21/00 Faraday Rdwy lmpvmt., AC 2" N/A N/A 140.9 147.8 95% 95% Conform thick base pave Sta 13+8 7' S of exist pvmt. I 555 3/21/00 Faraday Rdwy lmpvmt., AC 2" N/A N/A 142.2 147.8 96% 95% Conform thick base pave Sta 14+83 3.5' S of exist pvmt. 556 3/21/00 Faraday Rdwy lmpvmt., AC 2" N/A N/A 140.8 147.8 95% 95% Conform I thick base pave Sta 15+75 2.5' S of exist pvmt. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 43 of 49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Fiel.d Optimum Field Maximum Obtained Required Non-Conform 557 3/21/00 El Camino Real Rdwy lmpvt, AC N/A N/A 145.1 147.8 98% 95% Conform I 4" thick base pave 160' S of N catch basin box 3.5' E of exist pvmt 558 3/21/00 N/A N/A 142.5 147.8 96% 95% Conform I El Camino Real Rdwy lmpvt, AC 4" thick base pave 11 O' S of N catch basin 5' E of exist pvmt 559 3/21/00 El Camino Real Rdwy lmpvt, AC N/A N/A 142.0 147.8 96% 95% Conform 1· 4" thick base pave 30' S qf N catch basin 4' E of exist pvmt 560 3/21/00 N/A N/A 141.1 147.8 95% 95% Conform El Camino Real Rdwy lmpvt, 4" I thick base pave 35' N of S catch basiin, 4.5 E of existing pvmt 561 4/7/00 Parking area just west of N/A N/A 141.2 147.1 96% 95% Conform I driveway@ Faraday ST, 27' W, 11' S from NE curb corner, Asphalt level 562 417100 Traveled way, heavy, 55' S of N/A N/A 144.2 147.1 98% 95% Conform I Cone. Spandrel @ Faraday on Center 563 4/7/00 Parking area in front of office N/A N/A 142.7 147.1 97% 95% Conform Bldg. 53' E offire hydrant, 15' N I of electrical light post 564 4/7/00 Traveled way, heavy N. of office N/A N/A 141.1 147.1 96% 95% Conform Bldg. 41' S from N electrical post 2nd from eastern light post I 565 4/7/00 N. Parking area near slope 2nd N/A N/A 140.9 147.1 96% 95% Conform slot from E, 12' S of curb, on center 566 417100 Traveled way, heavy, 44' S from N/A N/A 141.7 147.1 96% 95% Conform I N curb (near slope), 41' W from E most parking curb 567 417100 Parking area NE of Bldg., E of N/A N/A 142.4 147.1 97% 95% Conform I office Bldg., 31' W, 32' N from NE bldg. Corner. I I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page44 of49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: NIA Permit ID: GR 99-0032 Application: NIA I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf} Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 568 4/7/00 NIA NIA 141.6 147.1 96% 95% Conform I Parking area NE of Bldg., eastern most area, 35' N, 10' W from SE curb corner near N end of asphalt near Allen Block Wall #2 I 569 4/7100 Parking area NE between NIA NIA 140.3 147.1 95% 95% Conform parking curb, 41' N, 61' E from NE office Bldg. Corner 570 4/7/00 Parking area NE of office Bldg., N/A N/A 141.4 147.1 96% 95% Conform I 15' E, 22' N from NE office Bldg. Corner 571 4/7/00 NIA NIA 140.7 147.1 96% 95% Conform Traveled way, heavy, E of Bldg., I 17' W, 27' N from curb/gutter grill inlet near Allen Blockwall #2 572 417100 · Traveled way, heavy, E of Bldg., N/A NIA 139.8 147.1 95% 95% Conform 80' S, 22' W from curb/gutterr grill I near Allen Blockwall #2 573 417/00 Traveled way, heavy @ SE of N/A N/A 141.2 147.1 96% 95% Conform Bldg., 15' N, 27' E from SE Bldg. I Corner 574 417100 Traveled way, heavy@ SE of N/A NIA 143.8-147.1 98% 95% Conform loading dock concrete slab, 7' W, 22' S from SE loading dock I concrete comer 575 . 417/00 Traveled way, heavy, SE of N/A N/A 140.3 147.1 95% 95% Conform Bldg., 44' N, 51' W from SE corner of Allen Block Wall #1 I 576 417100 Traveled way, heavy, S of Bldg. N/A NIA 140.2 147.1 95% 95% Conform Loading dock, 36' N, 48' E from SW curb corner 577 4/7/00 Traveled way, heavy, S of Bldg., N/A N/A 141.6 147.1 96% 95% Conform I 22' S, 32' E from SW loading dock concrete slab/East wing wall 578 4/10/00 AC pvmt SW of Bldg. , 37' W, 80' N/A N/A 142.5 147.1 97% 95% Conform I N from SW Bldg. Corner 579 4/10/00 AC pvmt W parking, W of E N/A N/A 141.4 147.1 96% 95% Conform fence, 25' E, 41' N from SE I curb/gutter corner drain I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 45 of49 Fax: (619) 715-5810 I TESTING ENGINEERS • SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Con Date Field 0 timum Field Maximum Obtained Required Non 580 4/10/00 N/A N/A 142.8 147.1 97% 95% Conform I AC pvmt W parking, W of E fence, 15' E, 42' S from N hydrant 581 4/10/00 N/A N/A 141.3 147.1 96% 95% Conform AC pvmt W parking, E of westerly I fence, 290' E, 36' N from SW curb corner near Allen Block Wall 582 4/10/00 AC Pvmt W parking, E of N/A N/A 141.8 147.1 96% 95% Conform westerly fence, 30' E, 70' S from I NW curb corner near Allen Block Wall 583 4/10/00 AC pvmt NE parking, 22' S, 50' E N/A N/A 143.1 147.1 97% 95% Conform from N hydrant I 584 4/10/00 AC pvmt NW of Bldg., 39' S, 15' N/A N/A 143.2 147.1 97% 95% Conform W from fire main valve @ NW of Bldg. 585 4/10/00 AC pvmt W of Bldg., 63' W of 2nd N/A N/A 141.1 147.1 96% 95% Conform I entry bay to Bldg. From N, on center 586 4/10/00 AC pvmt W of Bldg., 51' W of 3rd N/A N/A 142.9 147.1 97% 95% Conform I entry bay to Bldg. From N, on center 587 4/10/00 AC pvmt SW of Bldg., 17' W, 35' N/A N/A 142.7 147.1 97% 95% Conform S from SW fire hydrant near I wash area 588 4/10/00 AC pvmt SW of Bldg., 70' S, 1 O' .N/A N/A 142.0 147.1 97% 95% Conform W from SE corner of concrete slab of wash area I 589 4/11/00 AC pvmt @ Faraday Rdwy N/A N/A 139.7 147.1 95% 95% Conform impvmt, 198' E from Wend, 5.5' N of curb 590 4/11/00 AC pvmt@ Faraday Rdwy N/A N/A 141.4 147.1 96% 95% Conform I impvmt, 8' N of W spandrel on center 591 4/11/00 AC pvmt@ Faraday Rdwy N/A N/A 141.7 147.1 96% 95% Conform impvmt, 15' N of curb (near I SDG&E vault between E & W spandrel) 592 4/11/00 AC pvmt, Faraday Rdwy impvt, N/A N/A 142.5 147.1 97% 95% Conform I 42' W of E spandrel W end, 5' N of gutter I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 46 of49 Fax: (619) 715-5810 I TESTING ENGINEERS -SAN DIEGO, INC. I TABLE 1 REPORT OF COMPACTION TEST DATA I Print Date: April 24, 2000 Project Number: 99-443 I. Project Name: FEDERAL EXPRESS VAN STATION Location: 2495 Faraday Carlsbad, California I Plan ID: N/A Permit ID: GR 99-0032 Application: N/A I Report# Engineer: Larry G. Clark, RCE 26151, Renewal 3/31/02 I Test# Test Test Location Moisture Dry Density (pcf) Relative Compaction Conform Date Field Optimum Field Maximum Obtained Required Non-Conform 593 4/11/00 AC pvmt, Faraday Rdwy impvt, N/A N/A 141.1 147.1 96% 95% Conform I 50' W of E MH drain @ E of drivewway to Bldg. , 5' N of curb 594 4/11/00 AC pvmt, Faraday Rdwy impvt, N/A N/A 141.2 147.1 96% 95% Conform 82' E of E MH drain @ E of I drivewaqy to Bldg, 4' N of curb 595 4/11/00 AC pvmt, Faraday Rdwy impvt, N/A N/A 140.8 147.1 96% 95% Conform 210' E of MH drain@ E of driveway to Bldg., 4' N of curb I 596 4/11/00 AC pvmt, S of Bldg, 70' S, 20' E N/A N/A 140.9 147.1 96% 95% Conform from genset near the Bldg. 597 4/11/00 AC pvmt S of Bldg, 75' S, 30' W N/A N/A 142.4 147.1 97% 95% Conform from genset near the Bldg. I 598 4/11/00 AC pvmt S of Bldg., 55' S, 27' E N/A N/A 142.3 147.1 97% 95% Conform from cone slab corner SE of wash area 599 4/11/00 Ac pvmt, S of concrete loading N/A N/A 141.4 147.1 96% 95% Conform I dock slab between two wingwalls, 36' S of concrete slab on center I 600 4/11/00 AC pvmt SW of trash enclosure N/A N/A 142.9 147.1 97% 95% Conform (S ofBldg.), 25' S, 12' W from SW trash encl. Corner 601 4/11/00 AC pvmt, service Rd. to loading N/A N/A 141.8 147.1 96% 95% Conform I docks between W end of Allen Block Wall & S end of Wall #1, 31' W, 30' N of fire hydrant 602 4/11/00 AC pvmt, service Rd. between N/A N/A 141.6 147.1 96% 95% Conform I ends of curb near Orion St. on center 603 4/11/00 AC pvmt, service Rd. at Sta N/A N/A 142.7 147.1 97% 95% Conform 3+10, 6' S of N sidewalk I 604 4/11/00 AC pvmt service Rd. at Sta 2+40, N/A N/A 141.5 147.1 96% 95% Conform 15' S of N sidewalk 605 4/11/00 N/A N/A 141.5 147.1 96% 95% Conform I AC pvmt service Rd. at Sta 1+10, 27' S from N edge of pavement 606 4/11/00 El Camino Real Rdwy impvt, 11 O' N/A N/A 141.4 147.1 96% 95% Conform N from Send, 7.0' W of gutter, I AC pvmt I 7895 Convoy Court Telephone: (619) 715-5800 San Diego, CA 92111 Page 47 of 49 Fax: (619) 715-5810 I I I I I I I I I I I I I I I I I I I TESTING ENGINEERS -SAN DIEGO, INC. TABLE 1 REPORT OF COMPACTION TEST DATA Print Date: Project Number: Project Name: Location: Plan ID: Permit ID: Application: Report# Engineer: April 24, 2000 99-443 FEDERAL EXPRESS VAN STATION 2495 Faraday Carlsbad, California N/A GR 99-0032 N/A Larry G. Clark, RCE 26151, Renewal 3/31/02 Test# Test Test Location 607 608 Date 4/11/00 EI Camino Real Rdwy impvt, 170' N from S end, 1 O' W of gutter, AC pvmt 4/11/00 El Camino Real Rdwy impvt, 53' S of MH near sidewalk/spandrel, 6.0' W of gutter, AC pvmt Moisture Field Optimum N/A N/A N/A N/A 609 4/11/00 EI Camino Real Rdwy impvt, 47' N/A N/A N of MH near spandrel, 6.5' W of spandrel, AC pvmt 610 4/14/00 3' east of manhole on El Camino N/A Real 611 4/14/00 2' west of manhole on El Camino N/A Real N/A N/A Dry Density (pcf) Relative Compaction Conform Field Maximum Obtained Required Non-Conform 142.9 147.1 97% 95% Conform 141.3 147.1 142.5 147.1 145.8 147.1 141.4 147.1 96% 97% 99% 96% 95% Conform 95% Conform 95% Conform 95% Conform 7895 Convoy Court San Diego, CA 92111 Page 48 of 48 Telephone: (619) 715-5800 Fax: (619) 715-5810 I I I I I I I I I I I I I I I I I I I FEDERAL EXPRESS VAN STATION TESD NO. 99-443 TABLE2 OPTIMUM MOISTURE/ MAXIMUM DENSITY RELATIONSHIP TYPE DESCRIPTION OPTIMUM MAXIMUM NO. MOISTURE DRY (%) DENSITY (PCF) 1 Olive brown, silty clay/ clayey silt 18.3 106.0 2 Olive brown, silty clay/ clayey silt 19.5 104.0 ,.., Gray, olive brown, silty clay/ clayey 16.0 109.4 .) silt 4 Brown, silty clay 17.6 110.0 5 Brown sandy clay 16.0 113.5 6 Brown sandy clay 18.0 108.0 7 Class II Base Aggregate 6.7 140.1 8 Light brown, silty, clayey sand 15.5 112.0 9 Yellow brown silty sand (Import) 11.0 122.0 10 Light gray sand with silt 12.0 119.0 11 Light brown sandy clay (lime treated) 14.0 118.0 12 Recycled Base Aggregate 7.5 131.5 13 Class II Base Aggregate 6.5 141.0 14 Gray brown silty sand 12.0 121.5 15 Asphalt concrete NIA 147.1