The URL can be used to link to this page

Home My WebLink About2100 COSTA DEL MAR RD; ; CB053931; Permit03-24-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB053931 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant JIM WAPLES 2100 COSTA DEL MAR RD CBAD Tl Sub Type 0000000000 Lot # $186,480 00 Construction Type Reference # LA COSTA SPA-GOLF DRIVING RANGE NETTING/SCREEN-60 FT HIGH COMM 0 NEW Owner Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* ISSUED 11/10/2005 RMA 03/24/2006 03/24/2006 760 929-6360 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $81452 Meter Size $0 00 Add'l Reel Water Con Fee $529 44 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $3916 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $000 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 9? $1,38312 Total Fees $1,383 12 Total Payments To Date $1,38312 Balance Due BUILDING PI .1NSTOKAG- . ATTACHF f> $000 .N:> Inspectoi FINAL APPROVAL Date /*•Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your nght to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees m connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By , Date // f I O f Address (include Sldg/Suite #)Business Name (at trfis address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use 12. y:il^NJti!CT.PiRSONJf differe1 Name Address D^bntraotor^QSge'ntfprlContractOoil „,.....„.,.£} ,„ Cltv :Q pwrter.:jB[l]y{genst;f<5ri:OwnBry. £ MA*& /Jt/s State/Zip Telephone # Fax # Name Address City State/Zip' Telephone # Name / Address City State/Zip Telephone # iii^vicoiiiit^ •' ";•:••" T ?;;,; p;-..: • :/: ,,-v*-t:vX:-:: ••. "."•" " . . ,• (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name State License # Designer Name State License ff Address License Class Address City State/Zip City Business License # City State/Zip Telephone # Telephone . Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued O I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) n 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 I hereby affirm that I am exempt from the Contractor's License Law for the following reason 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 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) Hi l> as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The /Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) f~l I am exempt under Section Business and Professions Code for this reason 1 Ijagfsgnally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES J2QNO 2 1 (have Ahave not) signed an application for a building permit for the proposed work 3 I r»ave>ontracted/wtth the following pelf on (firrnr) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide port/ons of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) . .t » _ //', PROPERTY OWNER SIGNATURE _^_ |!QiMPLI^SiHii§I$6CfidN FOS 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q 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 I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME _ LENDER'S ADDRESS _ ' I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is cgrjimenced for a penodoU |Q days (Section 106 4 4 Uniform Building Code) J1 M/fVrfft^ --- ^DATE ////£>/&* -- "* _^_ ' -APPLICANT'S SIGNATURE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 10/02/2006 Permit# CB053931 Title LA COSTA SPA-GOLF DRIVING Description RANGE NETTING/SCREEN-60 FT HIGH Inspector Assignment PD Type Tl Job Address Suite Location APPLICANT JIM WAPLES Owner Remarks CAN YOU FINAL? Sub Type COMM 2100 COSTA DEL MAR RD Lot 0 Phone Inspector Total Time Requested By CHRISTINE Entered By CW CD Description 19 Final Structural .ct/i Comment Comments/Notices/Hold CV000348 CV040642 CV060188 CV990248 PCR03218 PCR04005 PCR04184 Associated PCRs/CVs Original PC# CLOSED EI.I.;C W/OUT PERM ITS @ MAIN FOOL, O-STAGNANT WATER W/DEDR1S, CAUSED BY EMPLOYEES, BAD ODOR Z- 4 BANNERS, POSSIBLE BLDG SAl'ETY VIOLATION, I.A COSTA RESORT AND SPA, ROOF OVER EXISTING COVERED WALKWAY LA COSTA RSRT & SPA-LIGHTING, DESIGN REV (RETAIL 1-4) LACOSTA RESORT REV TO STRUCT, STEEL SHOP DRAWINGS Date 03/28/2006 03/27/2006 CLOSED CLOSED CLOSED ISSUED ISSUED ISSUED Inspection History Description Act 11 Ftg/Foundation/Piers AP 11 Ftg/Foundation/Piers AP Insp PD PD Comments UNSCHEDULED BUILDING INSPECTION DATE y ^2- *' Q(o INSPECTO PERMIT # L/& C)£j[J\ PLAN CHECK # JOB ADDRESS ^/^^ Cn.tfk btU M M^ DESCRIPTION CODE DESCRIPTION ACT COMMENTS Slcidden engineering 6782 Stanton Ave , Suite A 39-725 Garand Ln , Suite G • Buena Park, CA 90621 Palm Desert, CA 92211 (714)523-0952 Fax (714) 523-1369 (760)772-3893 Fax (760) 772-3895 FIELD MEMO 114 S* California Ave Beaumont, CA 92223 (951)845-7743 Fax (951) 845-8863 Date 3-£-> Job No ^£2. " Project Name Site Address Job Phone -n»'Client 0<° I rv Work-Done -For Test Summary / Footings Inspected Test No Location Elev Dry Density Moist % % Relative Compaction Ret Max pcf Moist % Comments "izn* 7*1 .-" C7. ^ -P-V- i' r-.f ^ Field Tech Super or Agent 24 hour notice requested to schedule Field Technician Thank you for the opportunity to be of service City of Carlsbad Bldg Inspection Request For 03/27/2006 Permit* CB053931 Title LA COSTA SPA-GOLF DRIVING Description RANGE NETTING/SCREEN-60 FT HIGH Inspector Assignment Type Tl Job Address Suite Location APPLICANT JIMWAPLES Owner Remarks Sub Type COMM 2100 COSTA DEL MAR RD Lot 0 Phone 7608022344 Inspecto, Total Time CD Description 11 Ftg/Foundation/Piers Requested By NA Entered By JANEAN Comment Comments/Notices/Hold Date Associated PCRs/CVs Original PC# CV000348 CLOSED ELEC W/OUT PERMITS @ MAIN POOL, CV040642 CLOSED O-STAGNANT WATER W/DEBRIS, CAUSED BY EMPLOYEES, BAD ODOR CV060188 CLOSED Z-4 BANNERS, CV990248 CLOSED POSSIBLE BLDG SAFETY VIOLATION, PCR03218 ISSUED LA COSTA RESORT AND SPA ROOF OVER EXISTING COVL-'RL'D WALKWAY PCR04005 ISSUED LA COSTA RSRT & SPA-LIGHTING, DESIGN RI3V (KLTA1L 1-4) PCR04184 ISSUED LACOSTA RESORT REV TO STRUCT, STEEL SHOP DRAWINGS Inspection History Description Act Insp Comments Sloclclen engineering 6782 Stanton Ave , Suite A Buena Park, CA 90621 (714)523-0952 Fax (714) 523-1369 39-725 Garand Ln , Suite G Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 025554 114 S California Ave Beaumont, CA 92223 (951)845-7743 Fax (951) 845-8863 Date ~*> FIELD MEMO Job No M33- Project Name LA Site Address cV Job Phone Client VP V Work Done Test Summary /^Footings Inspected? Test No •if Location ' Elev Dry Density Moist % Relative Compaction Ref Max pcf -.. Moist Comments t . S\-V\/\ P^ A > ^ ^ .0 _ o,C Field Tech Super or Agent 24 hour notice requested to schedule Field Technician Thank you for the opportunity to be of service EsGil Corporation In Partnership with government for "BuiCding Safety DATE March 14, 2006 .... a -APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 05-3931 SET III PROJECT ADDRESS 2100 Costa del Mar PROJECT NAME Golf Driving Range Screen XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 3/13/06 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 Carlsbad 05-3931 November 22, 2005 VALUATION AND PLAN CHECK FEE (Completed 3/14/06 kc) JURISDICTION Carlsbad PREPARED BY Kurt Culver BUILDING ADDRESS 2100 Costa del Mar PLAN CHECK NO 05-3931 DATE November 22, 2005 BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Fencing Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code RIHn Pprmif PPP hv nrHina AREA (Sq Ft) 84000 cb nro ; V Valuation Multiplier 222 By Ordinance Reg Mod VALUE ($) 186,480 186,480 <frOH A CO5814 52 Plan Check Fee by Ordinance $529 44 Type of Review 0 Complete Review D Structural Only I I Repetitive Fee Repeats D Other ,—i Hourly Hour Esgil Plan Review Fee Comments Fees to bo determined later $456.13 Sheet 1 of 1 macvalue doc EsGii Corporation In Partnership untfi government for "SmCding Safety DATE February 21, 2006 JURISDICTION Carlsbad a PLAN REVIEWERa FILE PLAN CHECK NO 05-3931 SET II PROJECT ADDRESS 2100 Costa del Mar PROJECT NAME Golf Driving Range Screen | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person X] The applicant's copy of the check list has been sent to JimWaples 2100 Costa del Mar Carlsbad 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed 1X1 Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Jim Waples Telephone # (760) 929-6360 Date contacted T-V^fy (by ty^ Fax # 760-929-6313 Mail Telephone ^ Fax / In Person REMARKS ^ By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 2/13/06 trnsmtldot 9320 Chesapeake Drive. Suite 208 + San Diego California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad 05-3931 February 21, 2006 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2100 Costa del Mar DATE PLAN RECEIVED BY ESGIL CORPORATION 2/13/06 REVIEWED BY Kurt Culver PLAN CHECK NO 05-3931 DATE REVIEW COMPLETED February 21, 2006 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • Please make all corrections on the originals and submit two new complete sets of prints to ESGIL CORPORATION • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list9 Yes a No Carlsbad 05-3931 February 21. 2006 1 Please provide structural calculations WE STILL HAVEN'T RECEIVED ANY STRUCTURAL CALCULATIONS' 2 Please provide the referenced soils report WE RECEIVED THE REPORT, BUT IT DOESN'T CONTAIN ANY RECOMMENDATIONS FOR THE CAISSONS (ALLOWABLE BEARING VALUE, ETC.). PLEASE PROVIDE AN UPDATE TO THE REPORT FOR THESE VALUES. 3 Please provide a site plan, showing the full extent of the proposed netting Fees will be determined then I STILL CAN'T TELL FROM THE PLANS WHAT THE LINEAL LENGTH WILL BE FOR THE NETTING. PLEASE CLARIFY. A Ploaso specify on tho plans that special inspection will bo provided for tho caissono 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 Kurt Culver at Esgil Corporation Thank you EsGii Corporation In Partnership with government for 'BuiCtfing Safety DATE November 22, 2005 Q APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 05-3931 SET I PROJECT ADDRESS 2100 Costa del Mar PROJECT NAME Golf Driving Range Screen The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck XI The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to JimWaples 2100 Costa del Mar Carlsbad 92009 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 Jim Waples Telephone # (760) 929-6360 Date contacted \fc1\&>(ty fa) Fax # Mail Telephone ^ Fax /"in Person REMARKS By Kurt Culver Enclosures Esgil Corporation D GA D MB D EJ D PC 11/15/05 trnsmtl dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad 05-3931 November 22, 2005 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 2100 Costa del Mar DATE PLAN RECEIVED BY ESGIL CORPORATION 11/15/05 REVIEWED BY Kurt Culver PLAN CHECK NO 05-3931 DATE REVIEW COMPLETED November 22, 2005 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • Please make all corrections on the originals and submit two new complete sets of prints to ESGIL CORPORATION • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located on the plans Have changes been made not resulting from this list7 Yes No Carlsbad 05-3931 November 22, 20O5 1 Please provide structural calculations 2 Please provide the referenced soils report 3 Please provide a site plan, showing the full extent of the proposed netting Fees will be determined then 4 Please specify on the plans that special inspection will be provided for the caissons 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 Kurt Culver at Esgil Corporation Thank you Carlsbad O5-3931 November 22, 2005 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Kurt Culver BUILDING ADDRESS 2100 Costa del Mar PLAN CHECK NO 05-3931 DATE November 22, 2005 BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 1004 lIRr Rmlrlinn Pprmil- FPP ^T Valuation Multiplier #N/A Reg Mod VALUE ($) #N/A 1994 UBC Plan Check Fee Type of Review I I Repetitive FeeRepeats #N/A Complete Review D Other r—I Hourly D Structural Only Hour Esgil Plan Review Fee #N/A Comments Fees to be determined later Sheet 1 of 1 macvalue doc City of Carlsbad Public Works -- Engineering BUILDING PLANCHECK CHECKLIST /OL DATE BUILDING ADDRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER LANCHECK NO CB EST VALUE ENGINEERING DEPARTMENT APPROVAL The ilem you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build ! ..; A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please aee^the ajjtached report of deficiencies marked/wrtb_CL--MerKe necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By Date By FOR OFFICIAL USE ONLY AUTHORIZATION TO ISSUE BUILDING PERMIT Date L / ATTACHMENTS 1 Dedication Application Dedication Checklist -I Improvement Application Improvement Checklist Neighborhood Impiovement Agreement .: Grading Permit Application -: Grading Submittal Checklist Right-of-Way Permit Application Riyht-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2741 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract CA 92008-7314 • (76O) 602-2720 • FAX (76O)© BUILDING PLANCHECK CHECKLIST -,RD D D D D D SITE PLAN A B C D E Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines (show all dimensions) Easements F Right-of-Way Width & Adjacent Streets G Driveway widths H Existing or proposed sewer lateral I Existing or proposed water service J Existing or proposed irrigation service 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office F \i- armeriKaih/.MAS rt'RSVBuilding Plaricheck Cklst Form (Generic) doc Rev 7/14/00 BUILDING PLANCHECK CHECKLIST .ST 3R D DISCRETIONARY APPROVAL COMPLIANCE D 4a Project does not comply with the following Engineering Conditions of approval for Project No D D D 4b All conditions are in compliance Date D D D DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Vz x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82,000 . pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the F \Farmer\KATHY\MASTERS\Bmlding Planctieck Cklst Form (Generic) doc BUILDING PLANCHECK CHECKLIST .si 2ND 3RD D CH D checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date D [H D 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ 400 00 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D D 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code Q CH CH 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill import, export and remedial) This information must be included on the plans. D D D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F \Farmer\KATHY\MASTERS\Building Plancheck Cklsl Form (Generic) doc BUILDING PLANCHECK CHECKLIST A ST 2ND 3RD n n 7d No Grading Permit required D D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities Right-of-Way permit required for _ D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date NPDES PERMIT D D D 10a Storm Water Requirements Applicability Checklist Completed D D D 10b Priority Determination and compliance D Priority Project D Subject to Standard Permanent Storm Water BMP's D Exempt n 11 DReqoired fees are attached /tJ No fees required WATER METER REVIEW D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F \Farmer\KATHYVMSTERSlBuikJing Plancheck Cklst Form (Generic) doc ,sr vND ,RD D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service,and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water - \Farm*r.Kathy'MAS: [:P.3VBuilaipg PSarcnecK Ctosi Form (Generic) cioc 1ST -.ND ,RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this 13 Additional Comments: Uind^r, A~ 4^> & F M"anndi\KjiMy\MASrEfte'.8uiidiiig Plancheck Cklsl ^o^m (Generic) doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant D Calculation based on building plancheck plan submittal Address Bldg Permit No Prepared by Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Sq Ft /UnitsTypes of Use APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS = $ D 2 TRAFFIC IMPACT FEE ADT's/UNITS D 3 BRIDGE AND THOROl ADT's/UNITS D 4 FACILITIES MANAGEF UNIT/SQ FT D 5 SEWER FEE EDU's X FEE/ADT = $ JGHFARE FEE yiENT FEE (DIST X ZONE X #1 DIST #2 FEE/ADT FEE/SO FT /UNIT DIST = $ #3 ) $ BENEFIT AREA EDU's FEE/EDU FEE/EDU D 6 SEWER LATERAL ($2,500) D 7 DRAINAGE FEES PLDA_ ACRES = $. = $. = $ HIGH /LOW FEE/AC = $ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Misforms\Fee Calculation Worksheet Iof2 D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB Planner APN Type of Project & Use Zoning A ^ General Plan CFD (in/dutDLDate of participation - /£_Facilities Management Zone Remaining net dev acres- Circle One (For non-residential development Type of land used created by thi permit: __. ) Legend: (El Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO K TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO X. TYPE. DATE OTHER RELATED CASES'. Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: D Q Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO/\ CA Coastal Commission Authonty? YES NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619)767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed' YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: ^ > •- •* — •. Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. O Q Inclusionary Housing Fes required: YES NO X (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES: NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H \ADMIN\COUNTER\BWgP1nchkRevChkJ8t R*v»01 ODD a a an 1. Provide a fully dimensional site plan drawn to scale Show North arrow, property lines easements, existing and proposed structures, streets, existing street improvements. nght-of-^a\ width, dimensional setbacks and existing topographical lines (including all side and rear varc , slopes) 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability: YES NO )C 2. Project complies YES NO. Zoning: 1. Setbacks: £#• •?<>*• Front: Intenor Side: Street Side: Rear Top of slope: 2. Accessory structure seti Front: Intenor Side. Street Side: Rear Structure separation: Required Required Required Required Required backs: /J/%_ Required Required Required Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Required. Required. Shown. Shown 3 Lot Coverage: 4. Height: 5. Parking: (breakdown by uses for commercial and industnal projects required) Residential Guest Spaces Required Shown Spaces Required.X//C Shown. Additional Comments P*u\j\Dt*>~ A x tTtf OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H \ADMIN\COUNTER\BldgPlnctikRevChM8t '02/22/2085 13 00 7609307081 LA COSTA PURCHASING PAGE 02/05 COPE: 2001 CBC Golf Netting Barrier Support Poles and Foundations La Costa Resort and Spa Carlsbad, California Coastal Netting Co October 25,2005 Calc Sht / of ^ Project No 14766 This design is for the netting support poles and foundations only The design of the netting and Its attachment is by others All structural design not specifically shown below is by others ALLOW. SOIL BEARING PRESSURE See the soils report by Sladden Engineering (Project No 544-2063, dated May 19, 2005) and ammending letter allowing increase for passive resistance for short-term loads Allowable passive resistance = 250 psf/tt («• 2x increase for short-term loads) WIND LOAD CBC 70 MPH exp C '02/22/2006 13 00 7809307081 LA COSTA PURCHASING PAGE 03/05 OSK• j 5 'NS S "g S \ 3 „co S ~> w ^ 5 3: V) *"n __ .18 j> .2 .yBoot?U 0, 0. O n 8o | Ca£ o> 1 O • I ' <9?;£ ~ jj, £ n> 5 I S5S-3I5 0)s. §» II II II II II II ^ £ £ 1 s.^^ 1 1 1 S e w- 2 Op" S>35 w 1 *^fgz 5 w 7^> 0 fe ^L . j"Q. O ^ ^ go, ass. n it n » H ii n * 1 7- ? * a S&|| i 505«? 8. s s 3: ^.- >*.•s a * w s 51'ji ji i 1 FPS3? ££££££ IO •* O O ^ N 1ft IN OJ CN ~ "^ II II II II II II Q«/JN- <- !£ 9X a, fj ^L y£ O 3 2 A ^ ^y- LL LL LL. ^n ii _ i W ^*^**- t- gO (D V ^* Q? oa 9 «•%g ^5g MT CMS^S0 TO 1-— o^* VJO^" H I) II 11 " II II H II II 2 Q 3 J" £ |M m y •»• ** | H |i S-||§f | 2 f «T*,$5 !| | "fll(p > ;5 2 Z " 1 ^'S'fe 2 a- " Q. c fr * |5 I1 * i^j e 5 $ CO §55*S o o^ co 5\!9 S i*. Z «•> CN TO «*7 II H II ** II II IIs * ^ 'S -0 1? < 1 ° f inCD i ^p * 1 * —o 5 • 5i i •* s:^t **fc 1* w O _ Q. X8" ^ c X £ 1 & wco O kj 8 10.°"^ ^ •»R_ o O J £ U.S •* x x o ^ ii n M n ii l^i! 1 ^^ cOT ® ^ £ (L I 1 C _ C C C lf> I^I5I1I« II II £, II II II II II Jl liitli'g^ &2 li l§NOTi}CNwy Hs,^ 1 s?tID ^CC II *1 - ^"o 1^te. „, 10 10 « ^r^^Nnj&JOOOOO IJinoiftOOooooo •"^SS^^ooooo ^ioiflift~^ecooo S'*'c''SJ^25]2j2toSaS SS^SSpSSSSg OOOOO-r-OOOOO ?S?5S§gg|§|| rtioo»noo«o2SS"^-rWcvc»7V(ocD^5--,*r ^sCN nc CM•f- £CO '02/22/2005 13 00 7609307081 LA COSTA PURCHASING PAGE 04/05 •5.5: u. 8 Ix I"5> S SI I 0> 8 is£ ®£ "o co•5 0) OlOCNCTJOCMOOOOOcr>orj<p«ooooo 00900^00000 000000 iA"i-6 6 <fj «?«? COw II II Q •* Scu 03 ,ec s x 3 g ^<0 (V II II II " 5 O J£5 CO II IIOfO i- 02/22/2006 13 00 7609307081 LA COSTA PURCHASING PAGE 05/05 •on InO15*a*J 2 I f,OTu £ £««>1 I ^o 2ae n n n S3u u J*S»"I € IP * «a |eo S CM rt CO "tf< " < a C C C C o> „ It II II II II II II < CO N — «- jJ « ^ Q III Oin u ll n i I 1 £-.£££ uL ***i>£ sfc lO !Ng?§3Ss|•n n n gt£-x IO = > JS !s « <M eo n ii n n u " " n -a • •a 3 >• $ n n ^ it 8 >g =£^^=£3 ,_«_ ift^cTO^-r^T-g ?^g ID<N07CS*«CN,5O i-T-TTtpWlOTA OzIff O to s _ c c c nr i & i ^ i s 3SKS? « co N <M <Oo> oo oo o {tjS 5 2 o ift I.°S ii n n **of w «re II II M II II II II Q < C/) N - «- e >it3 ^ >It gu. u. II II ii »_ w £ i o ? a: n 11 ^. n n u n ii " " >iXU >><?(/) AC £ik IL a u. 9 T: STs 5 o e»p x £ ^' 5C N CO it , " "5 ' • f1f ^^ I 3 £srclc !g II II II « Q X Sm I" "o. 2 I q> m CM eo ll II n II il n n u o<e>N-k-gs oin ss II V. II II II >. O £) > < t &"-"- x§ I £ II II £, II II II II II " " ^- ^* t3 -^. M /A « C ^ 3 i II it Sladden Engineering 6782 Stanton Ave , Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln , Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 March 3, 2006 Project No 544-2063 06-03-236 La Costa Resort & Spa 2100 Costa Del Mar Road Carlsbad, California 92009 Attention Mr Steve Auckland Project Driving Range Improvements La Costa Resort & Spa Costa Del Mar Road Carlsbad, California Ref Geotechnical Investigation report prepared by Sladden Engineering dated June 28, 2002, Project No 544-2063, Report No 02-06-361 Geotechnical Update prepared by Sladden Engineering dated May 19, 2005 Project No 544-2063, Report No 05-05-116 This memo has been prepared to address Plan Check Comments indicated within the City of Carlsbad Plan Check Corrections sheet prepared by Esgil Corporation dated February 21, 2006 1 Based upon our recent discussion with the Structural Engineer Mr Joseph Engel regarding support pole design, it is our opinion that the structural values including lateral pressures and friction coefficient remain appropriate The structural values are summarized within the referenced Geotechnical Update In accordance with 1997 Uniform Building Code Section 1806 821 the passive pressure may be doubled (to 500 psf per foot of depth) if lateral movement in excess of ¥2 inch is acceptable If you have any questions regarding this memo or the referenced report, please contact the undersigned Respectfully submitted, SLADDEN ENGINEERING Brett L Ai Principal Engineer Letter/pc Copies 4/La Costa Resort & Spa May 19, 2005 Project No 544-2063 05-05-116 The recommendations made in (ho preceding paragraph are based on the assumption thai all footings will be supported by properly compacted soils Pnoi to the placement of the reinforcing steel and concrete, we recommend that the footing excavations be inspected m order to verify that they extend into the firm compacted soils and arc free of loose and disturbed materials Settlements may iesult fiom the anticipated foundation loads These esdmaied ultimate settlements are calculated to be a maximum of 1 inch when using the recommended bearing values As a practical mattei, differential settlements between footings can be assumed as one- half of the total settlement These elastic settlements are expected lo occur during construction Resistance to lateral loads may be provided by a combination of friction acting at the base of the j slabs or foundations and passive earth pressure along the sides of the foundations A coefficient / of friction of 0 40 between soil and concrete may be used for dead load forces only A passive ^>j earth pressure of 250 pounds per square toot per foot of depth, may be used along the sides of j footings which arc poured against properly compacted native or approved import soils J Retaining walls may be required lo accomplish the proposed construction Cantilever retaining walls may be designed using "active" pressures Active pressures may be estimated using an equivalent fluid weight of 40 pcf for native backfill soils with level tree-draining backfill condidons For walls that are restrained, "at re$(" pressures should he united in design At lest pressures may be estimated using an equivalent fluid weight of 60 pcf Walls should be provided with adequate drainage It is our opinion that the remedial grading recommended m ihe referenced report lemains appiopnate for any structural areas Because the majority of the driving range grading will be non-structural areas remedial grading should not be necessary The remedial grading recommended in the referenced report including overcxcavation of the surface soils should be limited to structural areas The structural fill areas should be cleaied of any surface vegetation pnor to grading hi order to provide for firm and uniform foundation support, we recommend overexcavation and recompaction The building areas should be overexcavated to a depth of at least 3 feet below existing grade or 3 feel below pad grade whichever is deeper The exposed surface should then be scarified, moisture conditioned and compacted to a minimum of 90 percent relative compaction The previously removed soils and fill material may then be placed m thin lifts and compacted to at least 90 percent relative compaction II should be noted that the site is located within a seismically active area of Southern California and it is likely thai the proposed structures will experience stiong ground shaking as a result of an earthquake event along one of the faults m the region during the expected life of the development As a minimum, structures should be designed based upon Seismic Zone 4 design cntena included in ihc Uniform Building Code (UBC) The potential for liquefaction or other geologic/seismic ha/ards occurring at the sue is consideied to be negligible J tt Fit *>• LIMITED SOILS INVESTIGATION PROPOSED NEW PARKING LOT LA COSTA RESORT & SPA COSTA DEL MAR ROAD CARLSBAD, CALIFORNIA -Prepared By- Sladden Engineering 39-725 Garand Lane, Suite G Palm Desert, California 92211 (760) 772-3893 Sladden Engineering Sladden Engineering 6782 Stanton Ave , Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln , Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895 June 7, 2002 Project No 544-2063 02-06-343 La Costa Resort and Spa K.SL Development Corporation 2100 Costa Del Mar Road Carlsbad, California 92009 Attention Mr Mike Cusick Project Proposed New Parking Lot La Costa Resort & Spa Carlsbad, California Subject Limited Soils Investigation Presented herewith is the report of our Limited Soils Investigation prepared for the new parking lot to be constructed southeast of the entry to the La Costa Resort & Spa on the corner of Costa Del Mar Road and El Camino Real in the City of Carlsbad, California This report was prepared in order to provide recommendations for design and construction of the parking lot This report presents the results of our limited field investigation and laboratory testing along with conclusions and recommendations for design and construction This report completes our agreed upon scope of services as described in our proposal dated May 8, 2002 We appreciate the opportunity to provide service to you on this project regarding this report, please contact the undersigned Respectfully submitted, SLADDEN ENGINEERING If you have any questions Brett L Anderson Principal Engineer SER/pc Copies 4/La Costa Resort and Spa Sladden Engineering LIMITLD SOILS INVEST K.A'I ION LA COSTA KLSOKT& SPA PARKING LO'I COSTA DEL MAR ROAD CARLSBAD, CALIFORNIA I une 7,2002 TABLE OF CONTENTS INTRODUCTION 1 SCOPE OF WORK 1 PROJECT DESCRIPTION 1 SUBSURFACE CONDITIONS 1 CONCLUSIONS AND RECOMMENDATIONS 2 Pavement Design 2 GENERAL SITE GRADING 2 Site Clearing 2 Preparation of Slab and Paving Areas 2 Placement of Compacted Fill 3 Testing and Inspection 3 GENERAL 3 APPENDIX A - Site Plan and Boring Logs Field Exploration APPENDIX B - Laboratory Testing Laboratory Test Results Sladdcn Ent'ineeriitP June 7. 2002 -1- Project No 544-2063 02-06- Ml INTRODUCTION This report presents the results of our Limited Soils Investigation prepaied in older to provide lecommendations for the design and construction of the pioposed parking lot to be located on the southeast cornei of El Cammo Real and Costa Del Mar Road in the City of Carlsbad, California The preliminary plans indicate that the parking lot will be constructed near the current surface elevation and will consist of asphalt pavement surrounded by concrete curbs and landscape areas SCOPE OF WORK The purpose of our investigation was to evaluate certain engineering characteristics of the near surface soils in order to develop recommendations for the design of the parking lot pavement Our investigation included limited field exploration, laboratory testing, engineering analysis and the preparation of this report Evaluation of environmental issues or hazardous wastes was not within the scope of services provided Our investigation was performed in accordance with contemporary geotechmcal engineering principles and practice We make no other warranty, either express or implied PROJECT DESCRIPTION The proposed new parking lot is to be located in the general aiea of the existing temporary parking lot on the southeast cornei of El Cammo Real and Costa Del Mar Road in the City of Cailsbad, California The project includes the construction of the paved parking lot and the related improvements The proposed parking lot is located in a relatively level area that remains vacant The majority of the parking lot site is presently vacant but there are existing temporary modular office trailers within the northern portion of the site The southern site boundary consists of the San Marcos Creek that is over 10 feet deep adjacent to the site SUBSURFACE CONDITIONS Based upon the soil conditions encountered within our borings, the parking lot is underlain by a generally thin profile of artificial fill material consisting primarily of silty clays overlying native silty clays The artificial fills extended to depths of 4 to 7 feet below existing grade within the area of our borings The artificial fills consisted of an inconsistent mixture ofsilty clays similar to the undei lying native silty clays In general, the artificial fill soils and the underlying native soils appeared somewhat loose and/or soft The soils were geneially wet throughout the depth of our borings Expansion testing indicates that the surface soils are expansive and fall within the "medium" expansion category in accordance with the Uniform Building Code classification system Groundwater was encountered within the exploratory boring at depths of 7 to 8 feet below the existing ground surface Groundwater should not be a factoi in foundation design or construction f/////J»» Put11titurn 1 lune 7 2002 -2- Pmiect No 544-206.1 02-06-343 CONCLUSIONS AND RECOMMENDATIONS Based upon our field investigation and laboratoiy testing performed on the site, it is our opinion that the piopo^ed parking lot and iclated impiovcments aie feasible from a soil mechanic's standpoint provided that the recommendations included in this repoit aie consideied in design and construction The following recommendations present more detailed foundation design criteria that have been developed on the basis of our field investigation and laboratory testing Pavement Design All pavement and improvements should be underlain by a minimum compacted fill thickness of 12 inches (excluding aggregate base) This may be performed as described in the Site Grading Section of this report R-Value testing conducted during oui investigation indicated an R-Value 22 The following preliminary pavement sections are based upon a design R-Value of 20 Parking areas and areas limited to auto and light truck traffic (Traffic Index = 50) Use 3 0 inches of asphalt on 8 0 inches of Class 2 base material Primary Roadways and areas of regular heavy truck traffic (Traffic Index =65) Use 4 0 inches of asphalt on 8 0 inches of Class 2 base material Aggregate base should conform to the requirements for Class 2 Aggregate base in Section 26 of CalTrans Standard Specifications, January 1992 Asphaltic concrete should conform to Section 39 of the CalTrans Standard Specifications The recommended sections should be provided with a uniformly compacted subgrade and precise control of thickness and elevations during placement Pavement and slab designs are tentative and should be confirmed at the completion of site grading when the subgrade soils are m-place This will include sampling and testing of the actual subgrade soils and an analysis based upon the specific traffic information General Site Grading. All grading should be performed in accordance with the grading ordinance of the City of Carlsbad, California The following recommendations have been developed on the basis of our field and laboratory testing and are intended to provide a uniform compacted mat of soil beneath the pavement 1 Site Clearing Proper site cleai ing will be very important Any abandoned underground utilities or irrigation lines should be removed and the resulting excavations should be properly backfilled Soils that aie disturbed during site clearing should be removed and replaced as controlled compacted fill under the direction of the Soils Engineer 2 Preparation of Slab and Paving Areas. All surfaces to receive asphalt concrete paving or exterior concrete slabs-on-grade, should be underlain by a minimum compacted fill thickness of 12 inches This may be accomplished by a combination of overexcavation, scarification and recompaction of the surface, and replacement of the excavated material as controlled compacted fill Compaction of the subgrade soils within the slab and pavement aieas should be to a minimum of 95 percent iclative compaction lime 7 2002 -3- Project No 544-2063 02-06-343 3 Placement of Compacted Fill Fill matenals should be spread in thin lifts, and compacted at neat optimum moistuie content to a minimum of 95 percent relative compaction Imported fill mateiial shall have an Expansion Index not exceeding 20 Because the deepei soils may be wet when excavated, some drying or stabilization should be expected in the areas of deeper cuts Stabilization may be accomplished utilizing crushed rock and if necessaiy geotextile fabric The wet soils removed during excavation should be dried back to near optimum moisture content or mixed with dry soils prior to placement as engineered fill material The bottom of the excavations should be stable and unyielding prior to fill placement The contractor shall notify the Soils Engineer at least 48 hours in advance of importing soils m order to provide sufficient time for the evaluation of proposed import materials The contractor shall be responsible for delivering material to the site that complies with the project specifications Approval by the Soils Engineer will be based upon material delivered to the site and not the preliminary evaluation of import sources Our observations of the materials encountered during our investigation indicate that compaction within the native soils will be most readily obtained by means of heavy rubber tired equipment and sheepsfoot compactois A uniform and near optimum moisture content should be maintained during fill placement and compaction 4 Testing and Inspection During grading tests and obseivations should be performed b> the Soils Engineer or his lepresentative in ordei to verify that the grading is being performed in accordance with the project specifications Field density testing shall be performed in accordance with applicable ASTM test standards The minimum acceptable degree of compaction shall be 90 percent of the maximum dry density as obtained by the ASTM D1557-91 test method Where testing indicates insufficient density, additional compactive effort shall be applied until retestmg indicates satisfactory compaction GENERAL The findings and recommendations presented in this report aie based upon an interpolation of the soil conditions between the exploratory boring locations and extrapolation of these conditions throughout the proposed parking lot area Should conditions encountered during construction appear diffcient than those indicated in this report, this office should be notified This report is considered to be applicable for use by La Costa Resort and Spa and K.SL Development for the specific site and project described herein The use of this report by other parties or for other projects is not authorized The recommendations of this report are contingent upon monitoring of the parking lot operations by a representative of Sladden Engineering All recommendations are considered to be tentative pending our review of the foundation construction If others are employed to perform any soil testing, this office should be notified prior to such testing in ordei to coordinate any required site visits by our representative and to assure indemnification of Sladden Engineering APPENDIX A Site Plan Boring Log v//,,/,/„ 4PPENDIX A FIELD EXPLORATION Foi our Hold investigation. 4 exploratory borings were excavated on May 30, 2002. using a truck mounted hollow stem auger rig (Mobile B61) The borings were excavated in the approximate location of the proposed parking lot Continuous logs of the materials eneounteied were made on the site by a representative of Sladden engineering Boring logs are included in this appendix Representative undisturbed samples were obtained within our boring by driving a thin-walled steel penetration sampler (California split spoon sampler) with a hand operated hammer The California samplers are 3 0 inches in diameter, carrying brass sample rings having inner diameters of 2 5 inches The standard penetration samplers are 2 0 inches in diameter with an inner diameter of 1 5 inches Undisturbed samples were removed from the sampler and placed in moisture sealed containers in order to preserve the natural soil moisture content Bulk samples were obtained from the excavation spoils and samples were then transported to our laboratory for further observations and testing , \ •. ;r/ / £1 Camvno Real North Approximate Boring Locations Boring Location Map La Costa Resort & Spa Parking Lot Costa Del Mar Road Carlsbad, California Sladden Engineering Project Number 544-2063 1 Date 6-11-02 La Costa Resort & Spa Parking Lot Costa Del Mar Road / Carlsbad, California Date 5-30-02 Bonne No 13 Job No VM-2063 X a> ^o cP ^. 0 5 10 15 20 25 30 35 40 45 50 55 Symbol^ Dl~, 0O %m %•Blows/ft10/14/24 9/12/15 3/5/8 DESCRIPTION Silty Clay Brown, slightly sandy Silty Clay Brown with fine to medium grained sand Silty Clay Dark grey and black, stiff H Recovered Sample • Standard Penetration Sample a)a £ 0Cfi CL CL CL -4-J ^>i^i Q t: oC "uD3 115 121 -- o 3-t_> CO O S c^ 130 11 1 307 % RelativeCompaction- ; REMARKS \/ Groundwater @ 8 to 9' Total Depth = 115' No Bedrock Note The stratification lines represent the approximate boundaries between the soil tvpus the transitions may be gradual La Costa Resort & Spa Parking Lot Costa Del Mar Road / Carlsbad, California Date 5-30-02 Bonus No 14 Job No 544-20M x *•£.2 0) CQo 0 5 10 15 20 25 3O 35 40 43 50 55 'o-T2 6>>CO I (D 0 O - 1 1 1 1 1 1 Blows/ft3/6/10 1/1/1 1/1/3 3/G/7 3/4/7 3/5/8 4/6/7 DESCRIPTION SiltyClay Brown Silty Clay Brownish grey, stiff SiltyClay Grey, stiff IJH Recovered Sample 1 Standard Penetration Sample Hia >••r~! 3CO CL CL CL -u C'^ ^1DB 96 -% Moisture234 342 493 41 9 18 3 170 75 % RelativeCompaction- - -• REMARKS Silty sand layer less than 1' thick \/ Groumluater {«• 8 to 9' 96% passing #200 91% passing #200 92% passing #200 91% passing #200 93% passing #200 90% passing #200 Total Depth = 3G 5' S'o Bedrock \"ole The stultification lines represent the approximate xiundariCK between the soil t\ pe^he transitions ma\ be gradual La Costa Resort & Spa Parking Lot Costa Del Mar Road / Carlsbad, California Date 5-30-02 BonnsrNolS -Job No 5--M-20G3 a1*-1a* 0 5 10 15 20 25 30 35 40 45 50 55 13jOs CO a> oO / /Blows/ft5/14/18 DESCRIPTION Silty Clay Brown and black, slightly sandy ,. Silty Clay Grey and black, stiff H Recovered Sample or-* 0 CO CL •• CL G £ ^ 122 89 % Moisture12 4 333 % RelativeCompaction- REMARKS \7 Ground water @ 9 to 10' Total Depth = 11 5' No Bedrock Note The stratification hues represent the approximate boundaries between the soil tj pes the transitions mav be gradual La Costa Resort & Spa Parking Lot Costa Del Mar Road / Carlsbad, California I )-ate 5-30-02 Bonne No Hi Job No 54-1-2063 tl3J C 0 5 10 15 20 25 30 35 10 <15 50 55 | // \ I OJ_oU 1 Blows/ft7/19/20 5/10/15 5/6/7 DESCRIPTION Silty Clay Brown, sandy Silty Clay Brown with scattered gravel Silty Clay Brown and black, H| Recovered Sample I Standard Penetration Sample a r-tO C/2 CL CL CL D c t3 '121 110 % Moisture11 7 170 298 % RelativeCompaction— - _.. REMARKS Sill> sand layer less than 1' thick \/ Ground water @ 10' Total Depth =115' No Bedrock Siote The stratification line* represent the approximate xmndtiries between the soil upes, the transitions mav be giadual APPENDIX B Laboratory Testing Laboratory Test Results Slatlden Engineering APPENDIX B LABORATORY TESTING Representative bulk and relatively undisturbed soil samples were obtained in the field and returned to our laboratory for additional observations and testing Laboratory testing was generally performed in two phases The first phase consisted of testing in oider to determine the compaction of the existing natural soil and the general engineering classifications of the soils underlying the site This testing was performed in order to estimate the engineering characteristics of the soil and to serve as a basis foi selecting samples for the second phase of testing The second phase consisted of soil mechanics testing This testing including consolidation, shear strength and expansion testing was performed in order to provide a means of developing specific design recommendations based on the mechanical properties of the soil CLASSIFICATION AND COMPACTION TESTING Unit Weight and Moisture Content Determinations Each undisturbed sample was weighed and measured in order to determine its unit weight A small portion of each sample was then subjected to testing in order to determine its moisture content This was used in order to determine the dry density of the soil in its natural condition The results of this testing are shown on the Boring Logs Maximum Density-Optimum Moisture Determinations: Representative soil types were selected for maximum density determinations This testing was performed in accordance with the ASTM Standard D1557-91, Test Method A The results of this testing are presented graphically in this appendix The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to the soil This is shown on the Boring Logs, and is useful in estimating the strength and compressibility of the soil Classification Testing Soil samples were selected for classification testing This testing consists of mechanical gram size analyses and Atterberg Limits determinations These provide information for developing classifications for the soil in accordance with the Unified Classification System This classification system categorizes the soil into groups having similar engineering characteristics The results of this testing are very useful in detecting variations in the soils and in selecting samples for further testing SOIL MECHANIC'S TESTING Direct Shear Testing: One bulk sample was selected for Direct Shear Testing This testing measures the shear strength of the soil under various normal pressures and is used in developing parameters for foundation design and lateral design Testing was peiformed using recompacted test specimens, which vveie saturated prior to testing Testing was performed using a strain controlled test apparatus with noimal pressures ranging fiom 800 to 2300 pounds per square foot Expansion Testing One bulk sample was selected for Expansion testing Expansion testing was performed in accordance with the UBC Standard 18-2 This testing consists of remolding 4-inch diameter by 1-inch thick test specimens to a moisture content and dry density corresponding to approximately 50 peicent saturation The samples are subjected to a surcharge of 144 pounds per square foot and allowed to reach equilibrium At that point the specimens are inundated with distilled water The linear expansion is then measured until complete Sludden Engineering PressuiL' in KFPS pel Squnio Foot Consolidation in Inches per Inch3 OOOOOOo00 -JWWi^cofcaH-Ouo no 0 1 1 9 1 3 00]() 0720 2880 5760 Effect, of Adding Wale i';'^-s^T<^ •:• : " Rebound" - --- ~" - - : !^"^^r" •••' V :" ~Z" " I" ' :::::- ":' -.."Z • Z " ~~Z.. - ":" ..Z Zzz' ---- - •: Z... - " ZZ .. -:~ ' .-:-- ..-•'' Z. p Z Z" " :Zv ---•-;• ~ - 2 — ..'_':.__ _ ..__ ~~~". „ — ~ _. "_~'~~" _" ;..__ _ _. . ." ~~" . zii~ Z_". . ':_ -'• ~'.. •- ::I:I _ i. . • ::"~ : ;-:v:. _ r— ~ ; — •'." .. 71.^ :.inr: r iz: _~ TT.T: •--. .: zrz^- .: .: :zr_. . .±i ."~_T .: . ;• _.~" . — .v.iz '^r~: ~ T~' . " ...".' ..;"•; ~ z:ri — " . . ""...:". — ~ . ..; I '.1 . " " ~'.~. - —'.—— '."" ' ~.~. ~ z^:~~ • zz ~ .~ : ' rz; . .rrr._ ' '~" z : •• .:~ •:1T _ :-:_ ;-; '.. __'_'_:_ ' - __'__ - ..•;. - '-- : _ ;:;.- - --:;:. ' _ „ ZE "."•"-. - " - - ._ -"-"-; •• - - ::..•:. Z2il .: Lz ~ zzzr —.- ~ ::I':r ".!.. "." Z' . ..~-.. . ~: - zz-.. .'. : z-jz ~~:~ z ~:L i ZZL^:. _. _•.. i T~~:~. .. __. ~:~~. .. .: ~~ _ __T.:~.~' ~ : — _ .."_;_:" " .;•" .. zi" - -- • • • - — - --- -- — •-- •- — - — - — -- • • — •- — - - •-• •• — — ... _ .. . - - . .. _ — . — ... .. .. .. _._ . . _j.. _ _... |_ "'.."." 11 .' .' r.."T..'.'.". .. T71." " "."...... 1 ~U7. "~ !.."_. I ~." ~ ~ 1 .. 1. "."~.~. ~ "...T . ".~ •--. " ~ : zz " T •" iz . .. •:'.. z -':7z z" r- ^ '•".' " zz— - . .... — - — .. • • - . — Z' " '- . 'ZZ • "- Z' ' •• " "ZZ "':- •' :"•"-' _' 7 :::." " -:" - -':Z ZV "T ;- ZZ "• 1' .:Z Z:" Z - ."":-. " .."' ? r"— : ... ~--z • "• =^ .'. - " ."" ..... • . -ji. zz_. • • !" :zz_ -:_z -— - ~;7:.T' - — - •' " --- " '." ..'- - -" "- " " -' — ~ - :: .. '. ... •: :z_-:: -.-.. ._..-.: • -. - -+ zz -; • • L .._:. Z7 ._•-- La Costa Resort & Spa Parking Lot Consolidation Diagi am Bonng2@5' SLADDEN ENGINEERING Date 6/11/02 j Job No 544-2063 Piessuie in KIPS pei Square Foot 0010 0720 2880 57(30 Consolidation in Inches per Inch5oooooooooc-'«>CO--lO2Ol)fe.WtNSi_'O1 9 1 Q "• ~ ."••_ ' •• " ••" -- • v ".-_• "-.-.• . .".-:-. -. ' - ••••^^TZZZ , ..Effect, of Adding — <^~ Water A ::l :1 -. r •• ?:7;. ^hs^ \: I':..: ^f§ r ^^ zzzzz r IZ- : ZZZ" "-' zzz ' T~~: z zz: z '-zzz- ^"S^z":":" . — ..... — . .__... . — — ._ __^x -. '"•• ; ----- : . " —;;; - - - - •:• • — - *i- — - ~ -- •• --S^^—.- t. -. - - .- - .zzzzz : .. - .— • Rebound"::? -; : : ...""7 . .! zzz* : — Tzzz — - — .Zz\- v. : :. :: zzzz — — - -t — .... — ... Z : -" z '•.:' .Zzzr " z" zzzzr ~ :zz • .....: ^-Z.;: ' zzz - zz-zz: z zr - .: :_: zzv- ::- ••._!_ .: .: - :-.:.:. , zz:. : -.-_-.- : .-; .— .:•- ::z'...zL . : ~~.'~ ' " ' ~zz~ : '.. ' .:. .. " .. •• .-'z".z • " .". " " . j; - " :" ;":"..-" . :- ••' i-Zz '~~- ' -'- ••:..!. " •' ~ " '.'"" '•-"- ~ . - :". — :::/: .' :. :. -z:;-:: : z:z "" ] Zz ": .z.'.' z-. zzz:"- - - -- • — z. •-. : . . i :_z z.—'1 -:. " "l'..~ ' ::.. :""- ' Zz z ~'-:-.:- ':~ : ZrZ~ - •- .'•.".-". .'• -'-"- :: zZZ. _ .. .. ... — ^. .. . _ ... .. _ _ _ — .. - - ----- - - - -- - -- - — - - - ~ .. _ ._ ".' . " zz.zz :. ~z: : :.:. .:. . l :' - . •' '...": : .• -.. . .-. :-.:__.. .- .. - zzzzz — _ . . _ _ ... — . — ... . — - : ! - . - _ — — zzzzz" : ::.- zzzz~ z zz: zr.zz : ' . zzzzz: — ... . ..' : ..:.:v . .. : .z'.-~ . - .. .. — ... -:. . !-. - - .. -. -— _ - - - - - — — - - ......_. _. . .._._. - -. - • .-..._ j _._ .... ... __- . .. ...... • • - ..:.. •. ;". '.' zzzl. .. '." z..zz ' zV ~ :...: -... "" ' . " • •.."•. :: ;:zz: z z . zzz:_ ... -z 'z.-z j zzz " : . . , zz: _ ;. .-.z.z. zz" zz :zz Consolidation Diagram La Costa Resort & Spa Parking Lot Boring 2 @ 10' SLADDEN ENGINEERING Date G/ll/02 | Job No 544-2063 Piessurc in KIPS pei Squaie Foot 0010 0720 2880 5760 00 01 02 03 o £ 04 S-i a W £ 05o t— <C c 06o "S'S13 07en OO ncUo 09 1 11 1 1 —-'- -" . -. -•-'. I!. TV ' . ' ' —7-77 -7 I \ rr^~ — jU -"-lEffectfof Adding . -:— • . .. 77. 7777- •" rSv^Water- .. '-'." .. " I.. .'. P "."'•.'. •' IF? - "f : F- " ": :- :,'^>^^; " "I '"- -Ft : V " J- : '"ttebourid' <^~ -••••—— -^ "::: ^S-^_I -•':.:.. . -- - --— - ...• "•-":•:- 7 _:.... .. _-.:- ; .. : -:.~." :j ~ -•._.:-- . : L .-.'. - :r " ~ . 777777 - ".I " ..7771 . "- - 17-77..: ' F 7 I I" . "" . FF 7- : 7.77-7.-. ..-..I 1.7-7 — — - ;- '.'_ • -•--'- •_• ~ •- -:: 1 I:: .'. II~- • II"- I" : ---': .-.'. I'- — 777. 7 :: • .T_— ' . 777: 7 77L77._. :; — .. •.•-.-• -i -_ :.:.•-.-. i -.77 . 777:77.7 . -.77 7: 7777-7 I:IE' I F- • •'•:" I F- 7 -IIIH I •• - --F 7.7 ' FT-- ;: ". r - . I~ z 1. 1 I £rl 1777777 Z~ -;-i ~~ "' -—TT-J ' I~ - ~~ •"". --IF- "•-- '.. """•:.- I """ 7 777777 '•:•-.- ... I" - -"-'• .-•• ~ --TT.. .' •:.- ....7::7: • ..._:;I ~- • _•.."'.•- : ..:: 7 ~~~ -.-- ~ 7 ---•_:: 7 7 • 777:7- " . - ---:'. ' - TIT.' : . .7 .. .. --: 7. .-.. _--_-; •- — - L-;; _ — • .:7.7:.7_ :. — ' "77" '_ 7771" .7" ' 777" Z7_ 7 777.::" -- ' -— - — - - • -.— - ..- '_ .._7~. - - ; ~ — :: .:.-::.:: 7777 ; ::.. - 7777 7 77:77- :: 7777 7. -7777 • .~ :: -777- 7 -777 7777^7 - : 777777 -- - ---- -1 - ; --- --...- - I --.- . j- - - :.-.- _~ - 7 -~ ~ -.- _ :— ---. ..- 7 --'11- . T- ---.-• :. :TT - -._. -~ 7 '•"-. • -777rl .7 :"IJI : .-:::"" i "_\ ' -.__.. .: • - ~--':. - ..-- ! - -~" " I.I I 17"- -- - - •••---- -— - ..... _ — . - .... r ._ _ — _ _ Til I ~ - .H 7. 7777 7 777.-- : F£ 7 IF 7. J" ~ "F 7 F i. """F " ~ 7 FF i !... - - - - ... . 777777 ~ "._. _ 7777- • :.:.: 171.7.7: T — .. .77—7 1:7- 77.77- — ;.. : i_i. 7 77777: --• • • - - ... — . - — .... .. FF •.'" I F.:... . " ."" - - -. •-."-•• : ""-~- •' ••' •- """•- ir1 :; 77.. ": i ..-. 777F , . . " . : I .'_.". ' -. -i. .. "~~ - ~F~ Consolidation Diagram La Costa Resort & Spa Parking Lot Boring 5 @ 5' SLADDEN ENGINEERING Date 6/11/02 J Job No 544-2063 Consolidation in Inches per Inch3OOOOOO00»-jcioii*^coroK-onouy l 1 1 1 2 1 3 Pressuie in KIPS pei Squaie Foot, 0010 0720 2880 5760 ._• . —.1 " ---'.' ; • ~. _ .-" _ . ." .- ."—:. _ ":.' ~ : . • ~ ' : TT^^^^r-'s^T Effect of Adding I-~ ; ^::- :• _.' — --:.!: ." .:_. - izzr7 j "j'SvJ"- "..'- . -i- ". '. . - :"" •::. ••••--' " :: ' •-.::•- :• ~: - :_d" . "-" .: — ::. i - ^x^L " ->~ " -'--- " --'- •-• •"-— ' •'•• " • -"-" giS^^jStf^^rt^Ptf^P" f '& --".'. " - - .""- .... """ - ".-.- .". _" : " .... "-- - "-— -- ."-... :—~~ : '". ~ ..._~r — . ~~ ~". " 7 :.:.-' ~ _v_zr i::. :T: : .. • . ••"__• ^_ ••-_ — •_-_. .-- - --- • zz:^. ! z:_ ~ '_.:: " .•" ~ j.— : :r: c .~~~^ ".: .• ~— _ _. - ._ , _ — .. .. — — . _ .. _ — . — _ ... _ . .. -L7- E^: -; i:-^ i = • EEi' ? -..:• -. :-.-~ - ;-;-r " :'; • : ~ p ='••• ~ '••'-.. -••= — - ~ -.-.:;.•. - _-^ir.~: L :..._ .. i :.~ — .zi •_••_-. _ — — .. ':— " —.T~~ ' — _ — r:_. — • •- • — 1- - - -i •• -• — - — ••• - • - - •• — • - . . _ .. _ _ . '_ ,.. - .... . .. _ . ..... _. . -. . _ . _ . - .._. _ \.:=r :: :: . ~ .••== .. zz: . — ~- z .:: - z ..rnz: ::: — = - •— r :.:: 1 ==•_. ~ -J.. :: Z::L.:~ -=rr ~ -:: ~ ~ r • zn - =zr: :: -.-. ; -•;-" - "- - "."::• " z ; - ': ~". ~ --.:: '.. '~~~ ~ ! ~r "~ _." — .1 ~ ~ " ". .. i..: ' :. .rrrr.i — "_ .7 ~r_. -'-- : ::" -~^:: : '" ". ::""-r ; — - • .-_ I": :•:- " -.-.: .r : '•""—- ' ;:' .-• "".-."- • — - - — -- -- — - • -i — - — - — -• — -- - — - - - _ - , . - --• - •• - -— - 7H_.: ~ .— ~ "rqz . _._v .7 • • zzz • zzr" :: rir :: \zzzz- • ~ L rr'zr : — ~ . ..... — •• ---- •-— • :- — — - - -^— •• — '-- • — — .. .. _ _ . _ ^ — _ . ._.. _ , W :^-- if iE f ^ If V:^7 ^ - " -" • ^ -- ^i - i. 1 ^ ~- .- ~ -~- r _. " •-"-" : — - .-.".": . .":- :I :. - I. : --•'. - " ~~~.- La Costa Resort & Spa Parking Lot Consolidation Diagram ••••^w^™ Boring 5 @ 10' SLADDEN ENGINEERING Date 6/11/02 | Job No 544-2063 Consolidation in Inches per Inch=>00o°00oo^ 0; N) ^ 0 Stoggn<^ 06 07 ns no Piossuio in KIPS pei Squnie Foot. 0010 575 2300 9200 "7 7 " ;•..-;" : ;._. - .- ;- :. .. 7--.. " ;-... : ... -~ ; " "--•" - .... .. . • -'- ' -•':" •' _-••.— -• ; ' - r-::"- '- '-.:: '• 7:7 — ~ - .-77 - -...._ .- Effect of Adding ~-~ ••'" ~ •••'-"•"•• .71---.. 7 Water" . ,"-;7, ' . ..-. .-_..- 7- 7 . ' •> I ; 7 - j ; I ; ff j ^H-^ i : ^ J • ^ ; S 77-7-—: 7 --. : TTEebound -" 777...:.'. ~~~T^ — ' -:«i:7 :;. ^_ •: LiZT^^s^T. |7 77777 -'- — . 7 TL-- - - - - -- - - •-• -- - "— — —^— x. :j : 1 - ^Tf*fr; ";- • 1 : 5 : f; ; | f H ; ^ 1 1 =777 - 77; : -i-'.-t. :. ::;: •:-"-::77 ' ~ " . ::::": - " .77. '.- ~ '" 71. [: ."7'7.7; - "7 7 777;- ~ - ~- '- .:7_. - :~ - :^7": - .:, ': .. -;• "::._ - 77^ . ^~ :; :~ -• ~~ •• : . •-.. _.._... ... .. '. . _- .- - -- --• - -- -• •- - •- - •- - __^ . ___ . ^.. .. _.. _.._ _... . .. _.. ;. ... .^ . ^...._. :.£TZ: J ::: :. : " ":- :- • • '- - " '^L-. - '-"'. ' :--~.~ ' ~T" -" ^r~ _ — _ .. .. _ . — _ — _ .... — .. — — . ; — — - •• • — - j - - — " ;• ••• —7" - 77-7 1 -.—• - - ' .- - - i --. - _-— ' I 777T- - 7. .77777 P "IT 77 " ' ~ - — - - - - - ••-- - -- • . .. _ . , _ ., .. _. _. -. - . . _ _. _ . _ — _ J- _ .. _ _^. - _ ;- _- _ _ _ . 777777: 7 77= -7 .-777 i 7=7 - ^77777 - 77 - -7777 - -•• - 7777 " .-- :" —-" 7 7- 7 7777F "7 . 77 : ; '-'- '" • -~:7 ' "' - - •-. " "~ - — _7 7 7-. ' ~-:-' " ~':- 7 7— :77^ - .-_~ ' : r — : ":...- ; : ... " •+-':. - _.._~ - .; _. ;. -"--; 7 "--- " £:.7 La Costa Resort & Spa Parking Lot Boring 6 @ 5' SLADDEN ENGINEERING Date 6/11/02 | Job No 544-2063 Consolidation in Inches per Inch50OOOOO(-5r-^COWi-oScoggncUO nfi 07 ns OQ Pit'ssuto in KIPS poi Squat" Foo 0010 575 2300 9200 -... ' ..- : :" " . ••_•• ;: . - ._ . .~ . -.7 ' ...::-_. :_: L :".— "'- "'-.: ' -" r " ' ::i . -I"' ' "..".' ":'- .:: .-''- '.-:' " --'• -• -".".. ' .'• " --~~ -'-' ' .".".-•" " -r ' . "" ".'-'. "r I "~-.— Effect of Adding --• ; .:-.... - - .: • . ~- •--•• -":.Watei- .. .:._.;•" ' -. .;. ." ...-., r - ' .;.'^; 2- - > ~: I-i-T^^^J^X^ , I- -_•-- -•: :. ;,•-- : -:: : ::^ i:."~ ~ ~~. " E^ '". ~ .= l ~ .: .^F^X^i. : ~~; - ~~~ i. =-.:: .: '_? .: J^Ef:¥ - -E ;; M ': ^ -• "'=M | -^ • ^ ? !NV^ ^ 1 ^.. '- ^ ^ M~ — "^^~ "• - i^ — j — - - -"- - — >>s^- — - — - - —-- - - — Keooujid -- — i — -- •s^v. - - — - - - -;_ ; ; ;f; - ; m ] - ~ '" ~J "--^ :^ 3:3 ..:'? -.-. '^ ~'-^.. "... -• ^ ^ -~ ' '....".- -L- ' '-.-•-• ' ~ •:. ":•'-"• - - ^•;.. - _- • ---_ --:. _-:.-- t _• -_•. -- -. .. .. T- ;.-- _.--- .. - .- —-- -- — - — — — -- - — — - — — - — ---. -.: . ~~ : .: :; ~= = ;.: ; =- - •=-. - .- • i E =• :;: z ^:- . _ ^ .. _.::~ _. : L _ . ;! . .._.._ _... L i- — -- - - • -- - — - - . — - - — _..._. ._ .... _ — ... . _ — - ; — • :- • -- - — - - — • — '••• - - - — - — ^: ":~- "r - '--': " '" :' -:- T '•"-- •-•- " -r ----- - r - -"• - '-:- :: - --•'. '.. ~ .-:.".'. '- " :' - i 2 . ~-- ."- " '. " . \:-: . ' ~'. -ILTT: —-.-- .- -. - -— -. _- i -.J^T - -:- -I--— ^i - ..— _ --• - -~- • .. -™ --^^ i_..:: - -. - r •;:=.- - -. _-- t ~ . --. .: T-J " -:. : ".: L TTT": •_ 7 rrrzr — - — : ' I'lrj. - - ' "=:":~ ;" ~ " ".""_"- --:. ~ -~z . : :.T • •':.'.':: ~ :1T : r:31^: "" .". "- " " "" , _- :' " -::--'. La Costa Resort & Spa Parking Lot Boring 6 © 10' SLADDEN ENGINEERING Date 6/11/02 | Job No 544-2063 Pie«suie in KIPS pei SQU.-IK? Foot 0010 575 2300 Consolidation in Inches per Inch30C3C>oooOor^n*-"w"oSSggOfi 07 no no 9 200 "-.— - ' .... v _ 7 .. .::. .. .777.7.7 77.. 7 '. .77: •. - ~ ?7777: 77:.. ' - . -. :-::-. 7 7777 -: - .""" ;•"• ' " ... - -- - " ' -":• - :; ; "_.-- -.'I:. ". :1 "VJ_- " "Z 7777" '' "~I " _..:V 71':: • .'..'.' - .7 .'L" " •_'- : -'.7 7- ... 7- _ Effect of Adding —-- .'!--. - 77... '•. —•' Water -_ ^ •» -"_ --'-. .' .: ' 77.. =77 7-:.' ~7'._7- " 7." .. ".....7. ~ "7 _77.77" -7 VRebound " ::-.£ ~~ m f ; i ; i • i '• i- ' s 1 1 J !"&<^ ; J ^ [ ^ : ^ fi -1_ ^ :?x^^;- : " : - " ffi 777^ : 1 :- -".. -- " : ".i ! i : IT : "" .: I" : if> g- ;; ^ i ^ 7T._ 7 =7 1. 777_.. " 77 7 TZZT". _ — - :_-- :_ - — - —•;•.•. .. - _ 777" ' 7 7.77. 7 .7777 "T—.- - .17= '. 7 .;•_. 77777T .. V ~ -"7. 7 ' '. ~ _ -77:' .. 77 '" 77" ~ 717. '. - — - - - -- - - . -*-•-. !- - - — 777. .' ._ ' _ ~:.:_7 7 ._-. _ 77~7. "'. 7" 7 ~ .7 " ._T- - " -' ~- •" ." " -'- "'. -: 77. ' -_•;. _" -. -" [. - .. 7.77. _ ...7_7-7 -•-••— - •- - — - - — -.— . -7" .7 ._." ~ ' 7 ; .7.777 .'. 777' 7 .7 7 "" ~~" ."" "77~ _ 777777 777 . 7 .777 7 :. " 7 .777777 i -.77 7 77 7 7 '. 7 777 _ 7~ " L .77;.... 77 :7T7 77 ^7777 — - — - - . - -- - - .-- - — ~7 . ~ ' ~ " ~ ' ~ - ' - ~ ' ~ — ' — - - - — - — - - 4 •— - — -- • — h --• • ----- — — — _ — - .... . . . . . _ _ - - - -•• -•- 7 - ' - •' - - . .— . - — . .... ... _ _ _ . - - - . - .. -j .- _ -:._ .. •_ - .. _- — — - - — - . . - -- .- "77 ~ 7 ~ 7 --LZ'.. 7- •" :7T— ... —.' I.' --.'. - -".'• - '--•'•• ~ '-•- .1 I- " ~ "--- 7 TTT--- -- ' - - ... - .. — T .-.-._. .. _ . .7 '.'.'.... .777 " -".. r; ••;.. — . _ - ' - — - - -- -- " - - ..... . - - .. . _ — . — _ — 1 .. . - .... _. -- -.. • — . • - • ~ .. ;_. Z..~7~ .;- - • - • . — i — :. :' : :;• :: . r::.. 7_ ~ i.:."~- 2 ..'~ . —'':'"_ - =n- . • f: " .v ~ •.:.::: •. zZ _ ~:::: —— - '--. .7: r::. . : .i_ 7 TZZZ ~zzz . . :£ IT." z z ._i_ .7 . ". '. :.z . ....'.z. ~ ' _:ZTIT . ~"' z zzzr.' 77 Consolidation Diagram La Costa Resort & Spa Parking Lot Boring 7 @ 5' SLADDEN ENGINEERING Date 6/11/02 | Job No 544-2063 1Consolidation m Inches per Inch500000000°3CO^ia}W4i.O3tOi_ • Oua ft i \i 1 Q Picssuie m KIPS poi Squaie Foot 0010 575 2300 4600 ... .'•:"' " - . " -.. --...- - 7^-""~"'"->^>^ ". Effect of Adding --.•- " ~ ' r.. -. *<" Water ""' v " \=\ - -•: . ^ 1 :E - ..E f ;^>fU. :r : -- J •: E-.E - ^ '.. ^ r---.- -. .._ _ :-..,T - — . • -"._:. j _:. -. .--.. ^""S^. :.._-:.~_ .. " ; -;— '. .. •-- • ~-^ E^E ^ ~~ -F ^ :_^_ : _^ j L : ~:= .. 1 HE^-^T: ^ -. -2-- - EE -' - : ..:: Rebound - :..::. . -_. .: --' .:. " '. .-. . .' .. .-: - -- :: : ..: — -~- ".- -" '-'—. .. .'--" .. ':...' : "i - -.. ."." ' " '~: ...' ... '• .-.::'—. _' :." . ~j...~ EF.- - i::~ .- ~^rF : ~_ .- .—"_..- I IT? '. ~" -• '.:~: " .:!=T:; -" -- ~ ~'.."- ." ::~ ~ ~ ~' ==L 7- ~ " ~-^r -.: V. " ~'".:f i :;ir : ~I •':.'.. •'. r: GE :: T- E. G^ . ". T!Z T ~:E — — _ _. .. .. — _. . _. _ . .. ._.. _ _ — . — _ — _ — .. '•?•' - •::" " ":-::'~ " "!. - • .:::. .~ "":.:: _ ' : "T.H ~ r". : .."7: "':: - — - -_-.-...-_ :. -~ .:' . " • •" ...:.: _ r .. ...:: -i^- :. '-'.. " 7rl^-i ': ':-'_: ~~ '^--~. i Jir ~ :~' -. :f ~' zE:l " "r.. \~ ^::~P: ~ =' I r^E - — • - — — - — — - — - — — — - — - — - EEr r Er '.- '-'J-^- r E7; E TEEE ~z ~ 1: EEiT ." _E~ - "--— r _- Er E EEE ". ".Er 5 EE" £:- "7 "El. .; ""-7. '_ "7 " .. :-.:~ - — - -"-~" . ••• " 'E=:_ .. :7 r "TEE - -=. - ~I.~ - --_- _• _j_~- •• _^"_: '. ~:.v -' j: — -. _rr~_ ~ -"i ~ ^~'.._~ _ .-~ _ nrr:^ .^r. .". :~:r ~ -~ ^^-- •- _•-- - — - .- \_ _•- .-.- -_ir--- r • .; -_;1— - _. .-- : - -— — •— — — _= : .-- .^:;.: : .„ : — .:: ". . ;- i — :".. . ~^ - - - -— _ ... ~- : — — . ""E1 7- E7r 7 7E~ ~ Ei- 7 7E: E " EE - EEE .:;' - E— " ~ E:- _ "E- :~ " _E r 7r~;" " •' - - "" " _ .... -. 7... ~ .-- .1 :.. ' . -~ - La Costa Resort & Spa Parking Lot Consolidation Diagram Boring 1 1 @ 5' SLADDEN ENGINEERING Date 6/11/02 j Job No 544-2063 ~ u •Jo vfl u 0 It 0 ^ Z< a: LUK C) LUw LL a:g^o §?0 co LU m < < _o _ia: i- UJnl 5