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152 CHINQUAPIN AVE; ; CB032479; Permit
\ 05-06-2004 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB032479 Building Inspection Request Line (760) 602-2725 152 CHINQUAPIN AV CBAD RESDNTL 2060131600 $263 748 00 Sub Type SFD Lot# 3 Construction Type NEW Reference # 1 Structure Type SFD 4 Bathrooms 4 CHINQUAPIN LOTS NEW SFD 2928 SF HAB 432 GAR 63PAT 85DCK PLAN A Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 09/08/2003 SB 05/06/2004 05/06/2004 Applicant LANDFALL CONSTRUCTION INC #360 5333 MISSION CENTER RD SAN DIEGO CA92108 6192994855 Owner PACIFIC LAND CONCEPTS INC 5333 MISSION CENTER RD #3do35 SAN DIEGO CA 92108 9002 j CGF" 02 Building Permit Add I Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $1 051 68 Meter Size $0 00 Add I Reel Water Con Fee _ $68359 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $26 37 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $2 400 00 Housing InLieu Fee D5/8 Housing Credit Fee $599 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $14000 $2 004 00 $000 $4 800 21 $4 430 97 $000 $000 $460 60 $51940 $000 $21700 $6000 $91 50 $2 925 00 $000 $000 $646 30 $927 00 $000 $21 982 62 Total Fees $21 982 62 Total Payments To Date $683 59 Balance Due $21,29903 Inspector FINAL APPgOV/L Date ,Clearance NOTICE Please take NOTIC^rfhat 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 capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE OP PLAN CHECK NO' EST VAL Plan Ck Deposit Validated Date*?. I"*- PROJECT INFORMATION J COP f 683°59 Description of Work Address City {J State/Zip Telephone # COMPANY NAME ' ^~ 31, *§!• '"* ** " ' Jfly ~~ ~ (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 Name 5 CONTRACTOR (Sec 7031 5 Busme 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 fiye hundred dollars [$500)1exemption. k n^JLrJ e (Jame State License # Address License Class j- Sluol -A- ICO City & State/Zip C|*V Business License # State/Zip Telephone . i J2/2.t/Q3. Designer Name ' Address City (j State License # 0^ lOSLflO 6 WORKERS COMPENSATION" ^ IF, „„_ „ . - —». ,»-„.,„_ Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l 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 5J" 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 ,^Vr#J|fc- i^UU'V^. Policy No ^£^>7.3/~ 2£>C>3> Expiration Date_ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) G 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 Worke/s Compensation Laws of California WARNING Failure to segufj/workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (*1ftniffl^f Lnrnrlrlitinn tn the cost of compensation damages as provided for in Section 3706 of the Labop code interest and attorney s fees SIGNATURE ^>//T7_y A^t*H?fJU.l* f^O/^S^ S^cJC^p tlAf DATE T^/ffi/4 Jj? ?7 iOWNER BUILDE/DECLARA*TION ~*ls|pL ! ~Sj, J^ ,ff .*,if* ...... ^ I hereby affirm that I am exempt from the Contractor s License Law for the following reason n I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) G 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) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement G YES GNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE .COMPLETE THIS SECTION FOR /tfOJV/rfS/OeVTMfiUILDING PERMITS ONLY * JiT 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? G YES G NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' G YES l~1 NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? l~l YES l~l NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 4F CONSTHUCTIONTEND1NG AGENCY^ ~" jjlp „ ":":":""~" ^ . ~=""~ _ < ^ 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 (jflMJi f^/^U^ "J^vJZT LENDER S ADDRESS <~X1 r\C"TV>\ 9 APPLICANT CERTIf4cATK)N^^feSRFSB"* ~ j^ ™~~ „_„!* 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 buildi// authorized by such permit is not commenced wifhin; at any time after the work is commenced for argen APPLICANT S SIGNATURE ficial under the provisions of this Code shall expire by limitation and become null and void if the building or work days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned s (Section 10644 Uniform BuildijTo^Sode) DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 12/07/2004 Permit* CB032479 Title CHINQUAPIN LOTS NEW SFD 2928 Description SF HAB 432 GAR 63PAT 85DCK PLAN A Inspector Assignment PY Sub Type SFD 152 CHINQUAPIN AV Lot 3 Type RESDNTL Job Address Suite Location OWNER PACIFIC LAND CONCEPTS INC Owner Remarks Phone 6199549784 Inspector Total Time Requested By ERIC Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment t^s Associated PCRs/CVs PCR04153 ISSUED CHINQUAPIN LOTS TRUSS REV Inspection History Date 12/02/2004 10/13/2004 10/13/2004 10/04/2004 09/30/2004 09/29/2004 09/29/2004 09/22/2004 08/26/2004 08/25/2004 08/24/2004 08/24/2004 08/05/2004 06/29/2004 06/16/2004 06/14/2004 Description 89 Final Combo 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 84 Rough Combo 32 Const Service/Agricultural 84 Rough Combo 83 Roof Sheathing/Ext Shear 15 Roof/Reroof 13 Shear Panels/HDs 13 Shear Panels/HD s 15 Roof/Reroof 14 Frame/Steel/Bolting/Welding 81 Underground Combo 22 Sewer/Water Service 21 Underground/Under Floor Act CO AP AP AP AP AP NR AP CO CA NR CO we AP AP AP Insp PY PC PC PY PY PY PY PY PY PY PY PY PY RB RB PY Comments CHECK CORRECTIONS @ INSULATION TSPB need approved truss calcs need approved truss calcs City of Carlsbad Bldg Inspection Request For 12/02/2004 Permits CB032479 Title CHINQUAPIN LOTS NEW SFD 2928 Description SF HAB 432 GAR 63PAT 85DCK PLAN A Inspector Assignment PY Type RESDNTL Sub Type SFD Job Address 152 CHINQUAPIN AV Suite Lot 3 Location OWNER PACIFIC LAND CONCEPTS INC Owner i Remarks Phone 6199549784 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By ERIC Entered By CHRISTINE Act Comment Associated PCRs/CVs PCR04153 ISSUED CHINQUAPIN LOTS TRUSS REV Inspection History Date Description Act Insp 10/13/2004 17 Interior Lath/Drywall AP PC 10/13/2004 18 Exterior Lath/Drywall AP PC 10/04/2004 16 Insulation AP PY 09/30/2004 84 Rough Combo AP PY 09/29/2004 32 Const Service/Agricultural AP PY 09/29/2004 84 Rough Combo NR PY 09/22/2004 83 Roof Sheathing/Ext Shear AP PY 08/26/2004 15 Roof/Reroof CO PY 08/25/2004 13 Shear Panels/HDs CA PY 08/24/2004 13 Shear Panels/HDs NR PY 08/24/2004 15 Roof/Reroof CO PY 08/05/2004 14 Frame/Steel/Bolting/Weldmg WC PY 06/29/2004 81 Underground Combo AP RB 06/16/2004 22 Sewer/Water Service AP RB 06/14/2004 21 Underground/Under Floor AP PY Comments CHECK CORRECTIONS @ INSULATION TSPB need approved truss calcs need approved truss calcs CITY OF^CARtsBAD BUILDING DEPARTMENT NOTICE DATE LOCATION PERMIT NO Z- 2*7 (760) 602-2700 1635 FARADAY AVENUE TIME GTI0N CALL (760) 60''FOR INSPECTION CALL (760) 602 2725 RE INSPECTION FEE DUE? FOR FURTHER YES PHONE CODE ENFORCEMENT OFFICER ® ; >'tlfri*>!-^y£\;; "T^ 'V"*' tiW-7'"**'" NOTICE OF FOOTING / EXCAVATION OBSERVATION JOB LOCATION cA WORK O.RDER!' OWNER OR CONTRACTOR OWNER'S ADDRESS DATE FOOT! OBSERVED _L TO/Ali NO (2,) Ho t OF FOOTINGS OR CAIS'SONSN ? U^fc' m£5T 6<9T (ZS^*-! ) ? " ' \ DESCRIPTION OF FOOTINGS OR CAISSONS COVERED BY THIS NOTICE ALL TO DIAGRAM OF APPROVED FOOTINGS CSHOWING DIMENSIONS IF APPLICABLE) THE UNDERSIGNED HAS OBSERVED THE FOOTING AND/OR CAISSON EXCAVATIONS LISTED ABOVE ON THE REFERENCED PROPERTY AND SAME WERE EXCAVATED IN ACCORDANCE WITH OUR RECOMMENDATIONS IN THE PRELIMINARY FOUNDATION REPORT AND THE BUILDING CODE OF THE C(TY Of BY. FORM 89/2 U ENGINEERING INC ctt CONSTRUCTION JL ESTING & E NGINEERING, INC. ESCONDroO o TRACY o CORONA • OXNARD o LANCASTER • SACRAMENTO PAGE OF / PROJECT NAME (\ U. * ait* A pi i* Lo"i S./ CTE JOB # 10 REPORT tf ADDRESS ARCHITECT ENGINEER CONTRACTOR INSPECTION DATE PLAN FILE INSPECTION >'( ) CONCRETE ' ^-£A ^( ) MASONRY Cx) PT CONC1 *(') FIELD WELD <^o»viyv)Uioi4ies ( ) SHOP WELDING -( )?PILE DRIVING « i- f( ) BATCH PLANT i MATERIAL IDENTIFICATION^ CONC MIX#/PSI GROUT M1XS/PSI 2fe O4 MORTAR TYPE/PSI REBAR GRADE. STR STEEL H S BOLT BLDG PERMIT OTHER ( ) EXP ANCHOR i( ) OTHER „ MAS BLOCK ELECTRODE-1 MATERIAL SAMPLING ( ) CONCRETE ( ) MORTAR - ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS P T «*- 4- ptgw- PT . !/!x!/a-t- Certification of Compliance TAII wprk,,unless'otherwise noted,!comphes,with the approved plans and specifications'and/ the uniform building code j\ 4 * ». ^n ftf * itt ^\ ' »{ ^^ t|b{| ;p l-'i»"»,,,1 '*^ ' '"''^ » iJ ,( "-- ""*' — . — _ __ __ ^^ j(s^* NAME (PRINT) Ato4t^gny /^/yVtfSrngKJ' SIGNATURE {/C^-&^. CERTIFICATION NO <5O6s»'2%>e5£!>- 49 GEOTECHNICAL & CONSTRUCTION ENGENEERING TESTING & INSPECTION 2414 VINYARD AVENUE SUITE cfESCONDIDO CA 92029 (760) 746 4955 FAX (760) 746 9806 11 28 6192830235 JAMAR ELECIRIC INC CITY OF CARLSBAD RESIDENTIAL CIRCUIT CARD AND LOAD SUMMARY (1999 NEC) THIS CM» MUST ni ri] IJD OUT AMP AVAILABLE AT TlIE SFRVK-F rgUIPVti K i I Cm Tlir ROUGH INSiTC^OR PAGE 02 ADDRE-SSS / 52 CHPslQljAPIN AVf NtJI OWNER KEYSTONE COV MUNITIES PHONF 61921»^85S CONTRACTOR lAMARFLECTRIC JPHONE 619 2S3 020S P\NEL 200 i OC \T10N SPA TUB r \MILY MEDIA BATFIOrC! MA.STER CLOSET WASHER MICROWAE D1N6 APP! lANCf- KITCHEN APPL KITCHEN \PPL PAUrfl PAU« DRYFR OVEN ACtfl AC« MMN BI'S SERVTCE PN I R4.NCC OR PEFD niMMfA-iON Dl COMDUIT SIZE _i. SFRV CE GROUND BOND O CI AMP UOCA IOMS urrR WATFRPIFE GAS Ptf>r OFO I CXATIONS 21 C K osn 70 13 \THRCOM OARAGF OUTDOOR CRT 1 3 s 7 "» II H is ,7 Q 21 21 2S 27 29 31 31 3S 37 19 41 200 200 ERCf rvph X X X J^ \ 10K AFC UK 1C 51 ZP 20 20 20 20 20 20 K is IS IS is If) 40 50 50 WIRb MZE U 12 12 2 12 12 14 14 14 14 14 1(1 1C 8 S 6 fi 6 (j TYPE C C c c c c c c c c c c c c c c c c c M1SC 1 1 1 IU -12J RFC 1 2 6 I i 4 4 « ' AM"3KR/FtSF 1 |M1 O AMP iNDi JCcm 'x~j 1ORS cu 1 K ^J 1 IAL 'SCSI •>so so ••so if 1/240 RFC 2 7 1 1 1 6 "*" 4 I 4 HI ID S COM! BilAN \>I 1C B) T*> C) IAj) cr RTMA 1 IQLT _YQLTS IT< 1 9 9 14 If 7 n 2 4 2 1 MISC. r PERMIT* C,d()32479 C.BNSHSTRAC.Trf 2028 AR FA IN SQ H 2R66 PI AN 1 1 J^ 3 WIRE WIRi' SIZE 14 14 14 14 14 1 1 14 14 14 14 14 14 14 '4 14 14 14 TYPE C C C c c ( c c L c c t c c c c c HRK SIZE IS IS IS IS IS 1S IS IS l-l Is 1' IS is IS IS ll IS LPT 2 4 6 S 10 12 14 16 18 20 22 24 2« 2S 10 12 14 16 18 40 42 'LTCRLDAD |S$ C11 CIRCUITS Rl-QI 1RFD HTINC cmcuiis O5VA 1 ArrL!ANCT'"^Cl.ilTv. INORY CIRU1CT NTRAL HCA TING EQUIPMFNT RKS i OCATION SMOKE DET AUDfO'AI ARM GARAGE DISIIW/S'IER DISPOSAl PDR AMI 1 ClARAC f- LK' PsTRY D/Nf M \STCR BATH DAI CONY BATH 2 1 HALL STAIR D1~S< WIKCTOOLER KITCHEN I IGiTS ION I •\Mil Y MASIt-KHH) AK I BPD2 3 APC I n D4 A'U AMPS 120 3(b) 4Kl) i2C 4 b 20-40 4*1 7 IN( C!RU 'TS ARC INS. M 1 ID IN. "HE S!r'B PANfl KWA (2 '34 SUB PAN,', m \V (1 \TQE2ER c rtify Jit l nil !<™i n/tllons invc hcsn lortji^t! i\ A cnrdnTi c *ith ittilTlulJt lif^S 1 UiU nns mil t inf he work IH ' ^" f »lft clr ml or ci rop ji ti 4 lltr *i!l O^t en oftlic wsrk per! I'TlM under thii pcrnr \ X r trcvins H i DRO TUQ Sit NE DATE OWM R LON1RACTO 0 / ~> I IAMARI?.! C IftIC $,„£ D W27/04 „ 3/2004 11 20 b!92y38235 JAMAR ELECFRlL INC FAbE 03 LOAD CALCULATIONS Keystone Communities Chinquapin PuAM #1 28b5 SQUARE FtET AT 3 WATS = 8 59fi WATTS 3 APPLIANCE CIRCUITS = 4 500 WATTS 1 LAUNDRY CIRCUIT = 1 500 WATTS 1 OVEN CIRCUIT = 7200 WATTS 1 DRYER CIRCUIT = 5 000 WATTS 1 GARBAGE DISPOSAL CIRCUIT = /60 WATTS 1 DISHWASHER CIRCUIT = 1 200 WATTS 1 MICROWAVE CIRCUIT = 1 SOC WATTS SUBTOTAL 3Q<!48 WATTS FIRST 10 KW OF- ABOVE @ !00% = 10,000 WATTS REST KW@40% = S09S WATTS 2 4TONA/C@100% = 20 000 WAITS TOTAL DEMAND = 38099 WATTS 240v'OLTS = 159 AMPS Vr HP1 'ONSTRUCTION IIESTING <& JL NGINEERING, INC ENGINEERING INC PROJECT NAME ESCONDIDO o TRACY o CORONA o OXNARD o LANCASTER o SACRAMENTO INSPECTION REPORT PAGE ^ OF CTE JOB # f® - 70 $ 6 T REPORT i ADDRESS / ±) Z- GROUT MIX#/PS1 ARCHITECT ENGINEER ~T ' CONTRACTOR INSPECTION DATE ""? - 2, ! ~ 0 C/ PLAN FILE BLDG PERMIT OTHER INSPECTION , ( )CONCRETE ( ^MASONRY ( )PT CONC \ ) FIELD WELD, i( ) SHOP WELDING «( ) PILE DRIVING ( ) BATCH PLANT '(^EXP ANCHOR ' MAS BLOCK ^ ( )OTHER i MATERIAL IDENTIFICATION f° CONC MORTAR TYPE/PSI_ REBAR GRADE SIR STEEL H S BOLT ELECTRODE, MATERIAL SAMPLING ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED,"REMARKS Certification of Compliance All work, unless otherwise noted, complies with the apprpyed plans and specif (cations'and ""- *—building code ,* * ,"' jt(f, "V ,j "Jlilf* ,S I",,,, '"",,{;* 'i*^,,,, - '"'U » "^ ""/'»>! NAME (PRINT) CERTIFICATION NO /)/fT V SIGNATURE GEOTECHNICAL & CONSTRUCTION ENGENEERING TESTING & INSPECTION 2414 VINYARD AVENUE SUITE G, ESCONDIDO CA 92029 (760) 746 4955 FAX (760) 746 9806 Jun 29 04 02 14p LSCI 7607442517 Land Surveying Consultants? Inc SrRVE\INC LAND PLANNING CONSTRUCTION C.PS June 28 2004 JN 958 rirvor CARLSBAD BUF DING Dl PAR i Ml NT 1635 Faradav A.VC Carlsbdd CA Subject honn Certification Reference Lob "* and 4 Map No 1747 LhinqinpinAveuus APN 206 013-16 17 Lind Si'rvcving Consultants Ine has field v^niicd the hon?ontal and vertical location oi the *orms 'or the rcte*rnccd lot-. Vve nave found that ttu horizontal and vertical locations arc wslhin acceptable tolerance ot the setbacks and elevations shown on ihe approved plans Should you have in> questiom please do not hesitate lo cil! the undu,isigned 5a!cK Brewer I S 5653 President 1075 I inJa Vista Dnvt Ste 0 San Marcos, L \ 9206° (760)744 801^ Fax (760) 744-2557 E Mill Isunc^Uurc com EsGil Corporation In Partnership with government for <BuiCd~ing Safety DATE 12/3O/O3 a ^APEUCANT ^JURISDICTION Carlsbad Q~PLAN REVIEWER a FILE PLAN CHECK NO O3-2479 SET II PROJECT ADDRESS 152 Chinquapin Avenue PROJECT NAME SFD/Garage/Deck/Covered Patio for Keystone Communities 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 IXI 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 AJ REMARKS On sheet A1 1 of city set note 2'x5' windows at retreat.dmmg room and 2'x4' at bath 2 to be tempered as noted in red on owners set (as all within 2 ft of a door) Per UBC interpretation the fixed portion of a glass slider is still considered door and any window within 2 ft must be tempered By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 12/22/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EsGii Corporation In (Partnership -with government for (Buifding Safety *- DATE 09/19/03 a APRyCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-2479 SET I PROJECT ADDRESS 152 Chinquapin Avenue PROJECT NAME SFD/Garage/Deck/Covered Patio for Keystone Communities 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 XI The applicant's copy of the check list has been sent to Keystone Communities 5333 Mission Center Road Suite 360m San Diego, Ca 92108 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Don Williamson (\, M) Telephone # (619) 299-4855 Ext 312 Date contacted c/l'^'o^(by r^) Fax # (619)299-4845 Mail----'Telephone'—x Fax^ In Person 1 REMARKS By Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 09/11/03 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 *• (858)560-1468 4 Fax (858) 560 1576 Carlsbad O3-2479 O9/19/O3 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 03-2479 JURISDICTION Carlsbad PROJECT ADDRESS 152 Chinquapin Avenue FLOOR AREA Dwelling 2928 Garage 432 Decks 85 Covered Porch 20 REMARKS DATE PLANS RECEIVED BY JURISDICTION 09/08/03 DATE INITIAL PLAN REVIEW COMPLETED O9/19/03 STORIES 2 HEIGHT 26ftperUBC DATE PLANS RECEIVED BY ESGIL CORPORATION 09/11/03 PLAN REVIEWER Ray Fuller FOREWORD (PLEASE READ) This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and 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 the 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02) 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 03-2479 O9/19/03 • -PLANS • 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, 1635 Faraday Ave , Carlsbad, CA 92009, (760) 602- 2700 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 1 Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also 2 No structural calculations were provided with this project Please provide these calculations with next submittal so structural portion of this plan check can be completed 3 Truss numbers to be on the plans or truss layouts to be stamp/signed by truss engineer and review stamps placed on layouts by engineer of record reflecting that bearing points, point loads and axial loads have been reviewed for compliance with plans 4 Post tension plans to have review stamps placed on them by engineer of record reflecting that plans have been reviewed for placement of hardware and line and point loads have been reviewed 5 The soils report provided has indicated that an addendum report is to be provided to verify results from soluble sulfate and corrosion testing Please provide this report If report recommends corrosion engineer be consulted then please provide this report and verify any recommendations made are incorporated into the plans 6 Please clarify special inspection requirements listed on sheet SP1 The list needs to include post tension placement and stressing and item 1 4 is noting the f c to be greater than 2500 per the post tension calculations The calculations are stating 2500 psi This needs to be resolved to prevent potential inspection problems in the field Carlsbad O3-2479 O9/19/03 7 Could not locate where post tension calculations included parameters given by soils report i e on page 14 8 All bedroom branch circuits now require arc fault protection Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected " NEC Art 210-12(b) 9 Recheck outlet spacing See krtchen counter for example where spacing exceeds 4 ft at inside corner 10 Please recheck plans for required tempered locations See tub/shower locations i e bath 2 and 3 See windows within 2 ft of interior/exterior doors i e dining room windows, retreat windows, bedroom 3 and all three windows at bath 2/lav area 11 Could not determine how 6x6 beam is to be supported at corner of bedroom 2 area where butted glass meets Is 6 x 10 deck beam to be strap to wall to resist lateral loads at left rear corner'? 12 Could not locate where ICBO/NER listing numbers were provided for roof tile 13 Plans to clearly reflect location of required fluorescent lighting in the bathrooms 14 Mislabeled keynote 9 on sheet A1-5 and could not locate on structural drawings where hanger size was noted 15 Provide Strong Wall details and reference to the plans Show deepen footings for minimum 25" embedment required for the SSTB28's with additional 3" clearance required below the bolts 16 Post tension plan to reflect elevation differences i e reference detail 7/PTD to all applicable locations 17 Could not locate where type of hold down bolt was noted for HDC10 (should add to list for detail 2/SP3) 18 All truss to truss connections to be specified on either plans or truss calculations 19 Reference all details to all applicable places on the plans and cross out or delete those that do not apply 20 Show the location of the two FAU's and condensers Carlsbad O3-2479 O9/19/03 - • CITY OF CARLSBAD REQUIREMENTS 21 Nails for shear transfer connection (using A35's, etc ) may not be driven parallel to the flanges of TJI's (i e , along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained Details or notes on the plans should make this clear Should note area in bold on the plans even though it appears most of the details are in compliance 22 New residential units must be pre-plumbed for future solar water heating Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No 8093) 23 Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof (City Ordinance No 8093) 24 All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy) • To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 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 Ray Fuller at Esgil Corporation Thank you Carlsbad O3-2479 09/19/O3 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No 03-2479 Job Address or Legal Description 152 Chinquapin Avenue Owner ftflf=K~ LAfcfr &OC£#5Address 5353 You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are m addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) /?04/2003 12 29 619-299-4845 UUN iu u^ HH oi IY UJ- OARSLBAD KEYSTONE COMMUNITIES FAK NO 760 602 8558 PAGE 02/82 P 03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION ISO *LT^ll PLAN CHECK NUMBER OWNER'S NAME 1 onol L as the owner, or agent of the owner (contractors may not employ the special inspector), certify that L or the architect/engineer of record, will be responsible for employing the 'special inspectors) as required by the Uniform Buildup Code (UBC) Section 1701 I for the construction project locateift the sitoteted above UBC Section 106 3 5 I, as the architect/engineer of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above -> Architect's/Engineer's Seal and Signature required D D D 2 A B C 3 A B C Signed 1 List of work reqmnn^special Soils Compliance Prior to Foundation Inspection D Structural Concrete over 2500 PSI n Preatressed Concrete D Structural Masonry P Destgoer Specified ^J Field Welding High Strength Bolting JJxpansioa/Epoxy Anchors Sprayed-On Ftfeprooftng Other " Name(s) of individual® or firmO) responsible for the special inspection listed above Duties of the special inspectors for the work listed above Special Inspectors shall check m with the Cuv and present their credenuals for approval BaaJs bcgmniPg wwfc OT die JQb UOV-24-2003 MON 10 02 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION Jgfl 4 f!U t n «K( A./i PLAN CHECK NUMBER-OWNER'S NAME 'WhgjiCVc \ Qnol Conrtpto, I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspectors) as required by the Uniform Building Code (UBC) Section 1701 1 for the construction project located*! thesit&tosted above UBC Section 106 3 5 Signedc I, as the architect/engineer of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above -»Architect's/Engineer's Seal and Signature required Signed 1 List of work requiring special inspection D Soils Compliance Prior to Foundation Inspection D ;St Structural Concrete over 2500 PSI P D Prestressed Concrete D D Structural Masonry HI D Designer Specified D Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Fireproofing Other Name(s) of mdividual(s) or firm(s) responsible for the special inspection listed above B C 3 B Duties of the special inspectors for the work listed above T oP- paST~T£/o.S<OAj Special Inspectors shall check in With the Oty and present their credentials for approval prior to beginning work on the job site Carlsbad O3-2479 O9/19/O3 VALUATION AND PLAN CHECK FEE "JURISDICTION Carlsbad PLAN CHECK NO 03-2479 PREPARED BY Ray Fuller DATE 09/19/03 BUILDING ADDRESS 152 Chinquapin Avenue BUILDING OCCUPANCY R3 Ul TYPE OF CONSTRUCTION VN BUILDING PORTION Dwelling Garage Decks Porch Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 2928 432 85 20 CB RIHn Pprmit- PPP hv OrHinanro ^P 1 Valuation Multiplier Per City Est Reg Mod VALUE ($) 263,748 263,748 $1,051 68 Plan Check Fee by Ordinance Type of Review Repetitive Fee ^1 Repeats 0 Complete Review D Other D Hourly Structural Only Hour Esgil Plan Review Fee Comments Repetitive fee charged as similar to 03-2478 $683 59 $14724 Sheet 1 of 1 macvalue doc BUILDING PLANCHECK CHECKLIST DATE BUILDING A6DRE%S PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to build A Right-of-Way permit is required pnor to construction of the following improvements DENIAL Please seflt thx" attached report of deficiencies marked withET Make necessary corrections to plans or specifkiatiVis for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Date Date Date ,, FOR OFFICIAL WSE ONLY EN<aNEERIN<*AUTHOR!ZATIQN TO ISSUEJ31HL01NG PERMIT' Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 1635 Faraday Avenue Carlsbad CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 H \WORO\DOCS\CHKLST\Bultting Plancheck CUst Form (Genenc) doc Rev 7/14/oa BUILDING PLANCHECK CHECKLIST 1 Provide a fully dimensioned site plan drawn to scale Show FA North Arrow B_ Existing & Proposed Structures Existing Street Improvements DL/Property Lines Right-of-Way Width & Adjacent Streets Driveway <A>\cMV\$ Existing or proposed sewer lateral Existing or proposed water service J Existing or proposed irrigation service 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 Site address ^Assessor's Parcel Number 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 (manufactunng, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION H \WOROVDOCaCHKLST\BuHdlng Plancheck CUM Form (Generic) doc BUIK&TNG PLANCHECK CHECKLIST ETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No fa*J r-*-*-,*^ Vt^i tlyl-t D O 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D D 5 Dedication for all street Rights-of-Way adjacent to thembuildmg 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 $15.000. 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 1/£" 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 Engmeenng Department in person Applications will not be accept by mail or fax Dedication completed by Date D D D 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 $75.000. 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 mWORM)OCSO#a.S-neulWir«PUnctieckC«slFomi (RIDDLE HARVEY 7 12-00) doc Rev 12/28(96 BUILDING PLANCHECK CHECKLIST ST ODD 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 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $310. so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit D D D D D Future public improvements required as follows 6c Enclosed please find your Future Improvement Agreement agreement signed and notarized to the Engineering Department Please return Future 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 / e conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit CD Grading Inspector sign off by Date 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WOHD\DOCS\CHKLSTOuHdm9 Ptanchock CWst form (Gsnenc 114-00) doc BUILDING PLANCHECK CHECKLIST •JST D D -)ND D 3RD D D D D D D D D D D 7d No Grading Permit required 7e If grading is not required, wnte "No Grading" on plot plan MISCELLANEOUS PERMITS 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 dram, sewer and water utilities L/ Right-of-Way permit required for INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first 11 EKRequired fees are attached ' Q No fees required WATER METER REVIEW 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 H \WQRO\DOCS\CHKLST\Buittlng Planchedc Cktst Form (Genetic) doc 1ST •)ND 3RD D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other thaij the ^'standard", then owner/developer must provide potable, water demand calculations, which include total fixture counts and maximum, water derriand 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"iservice^with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to pfovide-the anticipated- .demand (manifolds are considered-on case^by^case basis to limit multiple trenchirig into trie street) '* T, s Irrigation-Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gprn) 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 H \WORD\DOCS\CHKl_ST\BulkJlng Planchect CHsl Form (Generic) doc •j ST JRO BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching services/meters to a new recycled water line in the future these irrigation a a 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 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 apphcant since 4hey are exempt from paying the San Diego County Water Ca'pacity fees However, if they front a street which5 the recycled watens 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 HAWORDSDOCacHKLSTBuMlrw Planchedc CUst Form (Generic) doc COMMENTS In the title report, the two pnvate access easements descnbed under Parcel B and C of Schedule A does not specify which property, Al (Lot 3) or A2 (Lot 4) the easement benefits Because this information was not included under the descnption m the title report but was included m the grant deed, either have the title officer clanfy the beneficiary within the report or record a new easement which provides the clanfication the title officer needs \ A V i/vC-^^ (2 ) In addition, the dnveway servicing Lot 4 crosses over the easement boundary f>V^ 0 X*3^\ urmts granted over Lot 5 for the benefit of Lot 4 Either record a new access , QV^I easement that incorporates the entire dnveway including that portion shared with -'Lot 3 or relocate the dnveway completely within the easement boundanes granted for Lot 4 as descnbed m the grant deed The dnveway serving Lot 3 also extends outside the boundary of its access easement This discrepancy must be addressed Clanfy the boundary of the easement over Lot 5 for the benefit of Lot 4 by directing a leader to each boundary line and reference the recorded easement doc number If a new access easement cannot be obtained to support the current proposed design, need to remove the notes on the plans that refer to 'relocation of existing street light', and 'removal of dnveway & reconstruct sidewalk, curb & gutter' )A covenant of easement will need to be recorded over Lot 4 for the benefit of Lot 3 forcross lot drainage *>£- Wntten approval from SDG&E to encroach into their 12 foot wide easement will be required i *v C\ ViTa r- \ r—L^2^-A^~J£<— (j~VOv*-\ iJ fyf *-\ * fcr According to the preliminary geotechmcal report, it appears that a formal grading plan may need to be processed through the Engmeenng Department to obtain a grading permit (refer to attached copy of requirements for a grading permit in the "^ v^^J^^oastal Zone) Need to address all recommendations presented in the report on QO^^>^ _t»e civil site plan Show all areas of excavation (including overexcavation and recompaction), depth of cut and fill, and quantity of dirt to be moved (in cubic yards) Also, provide profiles of all areas of proposed grading An encroachment agreement will need to be processed for the pnvate storm drain to connect into public storm drain within City nght-of-way Complete and return Storm Water Requirements Applicability Checklist on page 30 of the enclosed Standard Urban Storm Water Mitigation Plan City of Carlsbad Public Works — Engineering COASTAL GRADING YOU MAY NEED A GRADING PERMIT IF YOU MEET ANY OF THE FOLLOWING CRITERIA 1 Cut or proposed fill exceeding 100 cubic yards per each 8,000 square feet of graded area 2 Excavations exceeding four feet in vertical depth 3 Fill exceeding three feet in height 4 Fill placed on an existing slope which is steeper than five units horizontal to one vertical 5 Grading will affect existing drainage patterns 6 The toe of the fill is closer than three feet from the property line 7 Clearing and grubbing of previously undisturbed land or land not cultivated for five years for the purpose of conduction agricultural operations If you meet any of the above criteria, you should contact the Engineering Department for further information i Failure to do so could cause delays of three to five months on approval of the building permit A grading permit will not be issued unless all of the following have been done 1 All fees paid 2 Bonds or other securities for grading posted and a 10% cash deposit submitted and approved by City (City forms must be used or other arrangements made ahead of time) 3 Original mylar and three bluehnes of the approved grading plans signed by the City Engineer submitted 4 All other requirements of the grading ordinance, City policies and City standards have been met 5 Projects located within the coastal zone must obtain a coastal development permit prior to grading permit issuance H \Development Services\COUNTER\MISC\COASTAL GRADING doc ( 02/20/2003 1635 Faraday Avenue • Carlsbad CA 920O8 7314 • (760) 6O2 272O « FAX (760) 602 8562 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant O^^Calculation based on building plancheck plan submitta! Address f -?,X Ci Prepared bv < XJ^ EDU CALCULATIONS "^deTypes of Use O y Types of Use APT CALCULATIONS f — ir-m Types of Use *o T Types of Use _Wi *"\<2»V1£< rt7V"\ Bldq Permit No Date^ ?//^3c^^^^/ £ List types and square footages for all uses ~K So. Ft /Units So Ft /Units List types and square footages for all uses ^^ So Ft /Units So Ft /Units L^\>L)J>&<-y /7 Date <£/<2o/dyi L~ EDU's f EDU's ADT's / ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1 reduced Traffic Impact Fee)atlo PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS =$. TRAFFIC IMPACT FEE ADTs/UNITS X FEE/ADT =$_98 O f BRIDGE AND THOROUGHFARE FEE (DIST #1 DIST #2 I ADTs/UNITS X FEE/ADTi-' 8 FACILITIES MANAGEMENT FEE S~ UNIT/SQ FT/^ 5 6 S* 7 SEWER FEE EDU's / PlNEFITAREA EDU's SEWER LATERAL ($2,500) DRAINAGE FEES PLDA p ^-ACRES - 1 ZONE // X FEE/SQ FT /UNIT l^ffX FEE/EDU •^ffT&> X FEE/EDU HIGH \S /LOW X FEE/AC £>,y£}3 DIST #3 ) c^ '1*7 =$ & =$ ^^r =$ S^3o 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F \FEE CALCULATION WORKSHEET doc 1of2 Rev 7/14/00 t k ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9 RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES* $ *NOTE This calculation sheet is NOT a complete list of all fees which may be due Dedications and Improvements may also be required with Building Permits 2 of 2 F \FE£ CALCULATION WORKSHEET Joe Rev 7/14/0o Storm Water Standards 4/03/03 VI RESOURCES & REFERENCES APPENDIX A STORM WATER REQUIREMENTS APPLICABILITY CHECKLIST Complete Sections 1 and 2 of the following checklist to determine your project's permanent and construction storm water best management practices requirements This form must be completed and submitted with your permit application Section 1 Permanent Storm Water BMP Requirements If any answers to Part A are answered "Yes," your project is subject to the "Priority Project Permanent Storm Water BMP Requirements," and "Standard Permanent Storm Water BMP Requirements" in Section III, "Permanent Storm Water BMP Selection Procedure" in the Storm Water Standards manual If all answers to Part A are "No," and any answers to Part B are "Yes," your project is only subject to the "Standard Permanent Storm Water BMP Requirements" If every question in Part A and B is answered "No," your project is exempt from permanent storm water requirements Part A Determine Priority Project Permanent Storm Water BMP Requirements Does the project meet the definition of one or more of the priority project categories'* 1 Detached residential development of 10 or more units 2 Attached residential development of 10 or more units 3 Commercial development greater than 100 000 square feet 4 Automotive repair shop 5 Restaurant 6 Steep hillside development greater than 5 000 square feet 7 Project discharging to receiving waters within Environmentally Sensitive Areas 8 Parking lots greater than or equal to 5 000 ft2 or with at least 1 5 parking spaces, and potentially exposed to urban runoff 9 Streets roads highways and freeways which would create a new paved surface that is 5 000 square feet or greater Yes No Xi y> XJ X X #V *>c * Refer to the definitions section in the Storm Water Standards for expanded definitions of the priority project categories Limited Exclusion Trenching and resurfacing work associated with utility projects are not considered priority projects Parking lots buildings and other structures associated with utility projects are priority projects if one or more of the criteria in Part A is met If all answers to Part A are No continue to PartB 30 Storm Water Standards 4/03/03 Part B Determine Standard Permanent Storm Water Requirements Does the project propose 1 New impervious areas such as rooftops, roads parking lots driveways, paths and sidewalks'? 2 New pervious landscape areas and irrigation systems'? 3 Permanent structures within 1 00 feet of any natural water body? 4 Trash storage areas'? 5 Liquid or solid material loading and unloading areas'? 6 Vehicle or equipment fueling washing or maintenance areas'? 7 Require a General NPDES Permit for Storm Water Discharges Associated with Industrial Activities (Except construction)'?* 8 Commercial or industrial waste handling or storage, excluding typical office or household waste? 9 Any grading or ground disturbance during construction'? 10 Any new storm drains or alteration to existing storm drains'? Yes V A XX No te M M X *X *To find out if your project is required to obtain an individual General NPDES Permit for Storm Water Discharges Associated with Industrial Activities visit the State Water Resources Control Board web site at www swrcb ca gov/stormwtr/mdustnal html Section 2 Construction Storm Water BMP Requirements If the answer to question 1 of Part C is answered "Yes," your project is subject to Section IV, "Construction Storm Water BMP Performance Standards," and must prepare a Storm Water Pollution Prevention Plan (SWPPP) If the answer to question 1 is "No," but the answer to any of the remaining questions is "Yes," your project is subject to Section IV, "Construction Storm Water BMP Performance Standards," and must p repare a W ater P Dilution C ontrol P Ian (WPCP) I f e very q uestion i n P art C is answered "No," your project is exempt from any construction storm water BMP requirements If any of the- answers to the questions in Part C are "Yes," complete construction site pnontization in Part D, below •*"""""•" — _ Part C Determine Construction Phase Storm Water Requirements Would the project meet any of these criteria during construction' 1 Is the project subject to California s statewide General NPDES Permit for Storm Water Discharges Associated With Construction Activities'? 2 Does the project propose grading or soil disturbance"? 3 Would storm water or urban runoff have the potential to contact any portion of the construction area including washing and staging areas'? 4 Would the project use any construction materials that could negatively affect water quality if discharged from the site (such as paints solvents, concrete, and stucco)"? Yes X X X No X 31 Storm Water Standards 4/03/03 VI RESOURCES & REFERENCES APPENDIX A i STORM WATER REQUIREMENTS APPLICABILITY CHECKLIST Complete Sections 1 and 2 of the following checklist to determine your project's permanent and construction storm water best management practices requirements This form must be completed and submitted with your permit application Section 1 Permanent Storm Water BMP Requirements If any answers to Part A are answered "Yes," your project is subject to the "Priority Project Permanent Storm Water BMP Requirements," and "Standard Permanent Storm Water BMP Requirements" in Section III, "Permanent Storm Water BMP Selection Procedure" in the Storm Water Standards manual If all answers to Part A are "No," and any answers to Part B are "Yes," your project is only subject to the "Standard Permanent Storm Water BMP Requirements" If every question in Part A and B is answered "No," your project is exempt from permanent storm water requirements Part A Determine Priority Project Permanent Storm Water BMP Requirements Does the project meet the definition of one or more of the priority project categories?* 1 Detached residential development of 10 or more units 2 Attached residential development of 10 or more units 3 Commercial development greater than 100,000 square feet 4 Automotive repair shop 5 Restaurant 6 Steep hillside development greater than 5,000 square feet 7 Project discharging to receiving waters within Environmentally Sensitive Areas 8 Parking lots greater than or equal to 5 000 ft^ or with at least 1 5 parking spaces, and potentially exposed to urban runoff 9 Streets roads highways and freeways which would create a new paved surface that is 5,000 square feet or greater Yes No ^U"~ \s* U- u- u<*- \S- I/ * Refer to the definitions section in the Storm Water Standards for expanded definitions of the priority project categories Limited Exclusion Trenching and resurfacing work associated with utility projects are not considered priority projects Parking lots buildings and other structures associated with utility projects are priority projects if one or more of the criteria in Part A is met If all answers to Part A are No' continue to PartB 30 Storm Water Standards 4/03/03 Part B Determine Standard Permanent Storm Water Requirements Does the project propose 1 New impervious areas such as rooftops roads parking lots driveways paths and sidewalks7 2 New pervious landscape areas and irrigation systems7 3 Permanent structures within 100 feet of any natural water body7 4 Trash storage areas7 5 Liquid or solid material loading and unloading areas7 6 Vehicle or equipment fueling washing or maintenance areas7 7 Require a General NPDES Permit for Storm Water Discharges Associated with Industrial Activities (Except construction)7* 8 Commercial or industrial waste handling or storage excluding typical office or household waste7 9 Any grading or ground disturbance during construction7 £u) i-Umrv Fftc4p-.nl- 7 £, u (d«™\ 10 Any new storm drains or alteration to existing storm drams7 ^ Yes t^~ u- l^— ^ No i^ u-- v^- w^- l*-- u-^ *To find out if your project is required to obtain an individual General NPDES Permit for Storm Water Discharges Associated with Industrial Activities visit the State Water Resources Control Board web site at www swrcb ca gov/stormwtr/industnal html Section 2 Construction Storm Water BMP Requirements If the answer to question 1 of Part C is answered "Yes," your project is subject to Section IV, "Construction Storm Water BMP Performance Standards," and must prepare a Storm Water Pollution Prevention Plan (SWPPP) If the answer to question 1 is "No," but the answer to any of the remaining questions is "Yes," your project is subject to Section IV, "Construction Storm Water BMP Performance Standards," and must p repare a W ater P Dilution C ontrol P Ian (WPCP) I f e very q uestion i n P art C is answered "No," your project is exempt from any construction storm water BMP requirements If any of the answers to the questions in Part C are "Yes," complete the construction site pnontization in Part D, below Part C Determine Construction Phase Storm Water Requirements Would the project meet any of these criteria during construction9 1 Is the project subject to California's statewide General NPDES Permit for Storm Water Discharges Associated With Construction Activities7 2 Does the project propose grading or soil disturbance?^ tUa, A &A^- .rJ- c? Ra,/^, ") 3 Would storm water or urban runoff have the potential to contact any portiofrof the <-> construction area including washing and staging areas7 4 Would the project use any construction materials that could negatively affect water quality if discharged from the site (such as, paints solvents concrete and stucco)7 Yes *-"~j i — - No l^ 31 Storm Water Standards 4/03/03 Part D Determine Construction Site Priority In accordance with the Municipal Permit, each construction site with construction storm water BMP requirements must be designated with a priority high, medium or low This pnontization must be completed with this form, noted on the plans, and included in the SWPPP or WPCP Indicate the project's priority in one of the check boxes using the criteria below, and existing and surrounding conditions of the project, the type of activities necessary to complete the construction and any other extenuating circumstances that may pose a threat to water quality The City reserves the right to adjust the priority of the projects both before and during construction [Note The construction priority does NOT change construction BMP requirements that apply to projects, all construction BMP requirements must be identified on a case-by-case basis The construction priority does affect the frequency of inspections that will be conducted by City staff See Section IV 1 for more details on construction BMP requirements ] Q A) High Priority 1) Projects where the site is 50 acres or more and grading will occur during the rainy season 2) Projects 5 acres or more 3) Projects 5 acres or more within or directly adjacent to or discharging directly to a coastal lagoon or other receiving water within an environmentally sensitive area Projects, active or inactive, adjacent or tributary to sensitive water bodies Q| B) Medium Priority 1) Capital Improvement Projects where grading occurs, however a Storm Water Pollution Prevention Plan (SWPPP) is not required under the State General Construction Permit (i e , water and sewer replacement projects, intersection and street re-alignments, widening, comfort stations, etc ) 2) Permit projects in the public right-of-way where grading occurs, such as installation of sidewalk, substantial retaining walls, curb and gutter for an entire street frontage, etc , however SWPPPs are not required 3) Permit projects on private property where grading permits are required, however, Notice Of Intents (NOIs) and SWPPPs are not required C) Low Priority 1) Capital Projects where minimal to no grading occurs, such as signal light and loop installations, street light installations, etc 2) Permit projects in the public right-of-way where minimal to no grading occurs, such as pedestrian ramps, driveway additions, small retaining walls, etc 3) Permit projects on private property where grading permits are not required, such as small retaining walls, single-family homes, small tenant improvements, etc 32 LOT 3 CHICAGO TITLE COMPANY PRELIMINARY REPORT FIRST AMENDED Reference LOT3/M1747 Dated as of July 18, 2003 Order No 33040338-U50 at 730AM CHICAGO TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth insuring against loss which may be sustained by reason of any defect hen or encumbrance not shown or referred to as an Exception in Schedule B or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list Copies of the Policy forms are available upon request Please read the exceptions shown or referred to In Schedule B and the exceptions and exclusions set forth in the attached list of this report carefully The exceptions and exclusions are meant to provide you with notice of matte which are not covered under the terms of the title insurance policy and should be carefully considered I important to note that this preliminary report is not a written representation as to the condition of title and may n list all liens, defects, and encumbrances affecting title to the land THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE _ FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY IF ITlS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BIND OR COMMITMENT SHOULD BE REQUESTED The form of policy of title insurance contemplated by this report is CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY Visit Us On The Web westemdivision ctt com Title Department CHICAGO TITLE COMPANY 925 "B" STREET SAN DIEGO CA92101 (619)544-6233 fax (619)544-6279 Tom Votel / Ken Cyr TITLE OFFICER PFP 08/05/99bk SCHEDULE A Order No 33040338 U50 YourRef LOT 3/M1747 1 The estate or interest in the land hereinafter described or referred to covered by this report is A FEE 2 Title to said estate or interest at the date hereof is vested in PACIFIC LAND CONCEPTS, INC , A CALIFORNIA CORPORATION 3 The land referred to in this report is situated in the State of California, County of SAN DIEGO and is described as follows SEE ATTACHED DESCRIPTION PREA 10/31/97bk a Page i DESCRIPTION Order No 33040338 PARCEL A LOT 3 IN BLOCK "I" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 5, 1923 EXCEPTING FROM SAID LAND, THOSE PORTIONS LYING WITHIN STATE HIGHWAY 101, XI-SD-2-B, KNOWN AS CARLSBAD BOULEVARD, AS GRANTED IN BOOK 288, PAGE 258 OF OFFICIAL RECORDS, RECORDED MAY 2, 1934, AND IN BOOK 453, PAGE 339 OF OFFICIAL RECORDS, RECORDED DECEMBER 19, 1935 PARCEL B AN EASEMENT FOR ACCESS, INGRESS AND EGRESS OVER, ALONG AND ACROSS A PORTION OF LOT 5, IN BLOCK "I" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5, 1923, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3, THENCE ALONG THE COMMON LINE BETWEEN LOTS 3 AND 5 NORTH 34°22'25" WEST 38 65 FEET, THENCE LEAVING SAID COMMON LINE SOUTH 65°32'08" EAST 86 96 FEET MORE OR LESS TO A POINT ON THE COMMON LINE BETWEEN LOT 5 AND 6 OF ABOVE DESCRIBED MAP 1747, THENCE ALONG SAID COMMON LINE SOUTH 34°22'25" EAST 13 92 FEET TO A POINT ON THE NORTHERLY LINE OF CHINQUAPIN AVENUE AS DEDICATED TO THE PUBLIC ON SAID MAP, THENCE ALONG SAID LINE SOUTH 55°13'20" WEST 20 00 FEET, THENCE LEAVING SAID LINE NORTH 34°22'25" WEST 8 48 FEET, THENCE NORTH 65°32'08" WEST 48 31 FEET TO THE POINT OF BEGINNING SAID EASEMENT IS APPURTENANT TO AND FOR THE BENEFIT OF LOT 3 SCHEDULE B Page 1 Order No 33040338 U50 YourRef LOT 3/Ml 74 7 At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy form designated on the face page of this Report would be as follows A 1 PROPERTY TAXES, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES, TO BE LEVIED FOR THE FISCAL YEAR 2003-2004 THAT ARE A LIEN NOT YET DUE B 2 PROPERTY TAXES, INCLUDING ANY PERSONAL PROPERTY TAXES AND ANY ASSESSMENTS COLLECTED WITH TAXES, FOR THE FISCAL YEAR 2002-2003 1ST INSTALLMENT 2ND INSTALLMENT HOMEOWNERS EXEMPTION CODE AREA ASSESSMENT NO $1,187 59 (PAID) $1,187 59 (PAID) $NONE 09000 206-013-16 3 THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO THE PROVISIONS OF CHAPTER 3 5 (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA 4 THE RECITAL CONTAINED ON THE MAP OF SAID LAND WHICH AGREES TO ALLOW THE CROSSARMS OF POLES OR SIMILAR STRUCTURES PLACED ALONG THE RIGHT OF WAY OF CERTAIN HIGHWAYS TO HANG OVER THE ABUTTING LAND 5 A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN BELOW AMOUNT DATED TRUSTOR TRUSTEE BENEFICIARY RECORDED END OF SCHEDULE B MM $1,900,000 00 APRIL 22, 2003 PACIFIC LAND CONCEPTS, INC , A CALIFORNIA CORPORATION CALIFORNIA BANK & TRUST CALIFORNIA BANK & TRUST, A CALIFORNIA BANKING CORPORATION APRIL 30 2003 AS FILE NO 2003-0505062 OF OFFICIAL RECORDS PREB 10/31/97bk CHICAGO TITLE INSURANCE COMPANY Fidelity National Financial Group of Companies' Privacy Statement July 1,2001 We recognize and respect the privacy expectation of today's consumers and the requirements of applicable federal and state privacy laws We believe that making you aware of how we use your non-public personal information ("Personal Information"), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve This Privacy Statement provides that explanation We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws In the course of our business, we may collect Personal Information about you from the following sources * From applications or other forms we receive from you or your authorized representative, * From your transactions with, or from the services being performed by, us, our affiliates or others, * From our internet web sites, * From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others, and * From consumer or other reporting agencies Our Policies Regarding The Protection Of The Confidentiality And Security Of Your Personal Information We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or intrusion We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes Our Policies and Practices Regarding the Sharing of Your Personal Information We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate settlement service providers We may also disclose your Personal Information * to agents, brokers or representatives to provide you with services you have requested, * to third-party contractors or service providers who provide services or perform marketing or other functions on our behalf, and * to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you One of the important responsibilities of some of our affiliated companies is to record documents in the public domain Such documents may contain your Personal Information Right To Access Your Personal Information And Ability To Correct Errors Or Request Change Or Deletion Certain states afford you the right to access your Personal Information and, under certain circumstances to find out to whom your Personal Information has been disclosed Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests All requests must be made in writing to the following address Privacy Compliance Officer Fidelity National Financial, Inc 4050 Calle Real, Suite 220 Santa Barbara, CA 93110 Multiple Products or Services If we provide you with more than one financial product or service, you may receive more than one privacy notice from us We apologize for any inconvenience this may cause you PRIVACY! -06/29/01 bk NOV 0 3 2003 CHICAGO TITLE COMPANY 925 B STREET, SAN DIEGO, CALIFORNIA 92101 (619)239-6081 Date NOVEMBER 3, 2003 KEYSTONE COMMUNITIES ATTN DON WILLIAMSON 5333 MISSION CENTER RD , #360 SAN DIEGO, CA 92108 YourRef LOT 3/M1747 Order No 33040338 U50 CREATION DOCUMENT FOR APPURTENANT EASEMENT PARCELS We appreciate this opportunity to serve you Title Officer Tom VotelM/ Ken Cyr TITRAN1 10/28/95 AA Recorded at the request of * Chicago Title When Recorded Mail to BEACH KING, INC c/o Southland Communities One Columoia, Suite 2020 AlisoViejo, CA 92686 Title Order # 8353480-54 Escrow No 8353480-48 6921 DOC FeD 1999-0113757 -4-*3 = 21 PM OFFICIAL RECORDS m DIEGO COUNTY RECORDER'S OFFICE GiEORY J SMITH, COUNTY RECORDER FES If 58 00 QC OC 1999-0113757 APN zo $06-0/3- Space Above for Recorder's Use Only 7 GRANT DEED The undersigned declares that the documentary transfer tax is $ 1.628 00 and is computed on the full value of the interest or property conveyed or is computed on the full value less the value of liens or encumbrances remaining thereon at the tune of sale FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, KEYSTONE CARLSBAD LLC a CaMornia limited liability company hereby GRANT(S) to BEACH KING, INC a California corporation the following described real property in the County of San Diego, State of California AS PER LEGAL DESCRIPTION ATTACHED HERETO AS EXHIBIT "A" AND MADE A PART HEREOF Dated February 22,1999 KEYSTONE CARLSBAD, LLC, a California limited liability company BY KEYSTONE COMMUNITIES, LLC, a CahforrnaJimited liability company Gary S Copson, Member By. R«tesFelbe£ Member Description San Diego CA Document-Year DocID 1999 113757 Page 1 of 5 Order dofiuzdjbnzdjfbsdsklvk Comment STATE OF CALIFORNIA COUNTY OF San Diego }SS On 3, 1999 before me Patricia M. Erickson a Notary Public in and for said County and State, personally appeared GARY S. COPSON and ROSS FELBER- poroonally known to the basis of satisfactory me (or proved to me on evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(sj^oo-4*iejjTstrurnent the person(s), or the entityupon behalT^si whicj^ the person(s) acted, executed the instrument WITNESS my hand Signature FOR NOTARY SEAL OR STAMP PATRICIA M. SRICKSON Commission * 078819 £§ Notary Public -Caflfomla San Diego Count/ MyComm Expires Nov 291999 ig» ^aurny i piresNov29t99p I STATE OF CALIFORNIA COUNTY OF SS On appeared before me, , a Notary Public in and for said County and State, personally personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted executed the instrument WITNESS my hand and official seal Signature FOR NOTARY SEAL OR STAMP TE 160 Legal (294) This form is furnished by Chicago Title Company Description San Diego CA Document-Year DocID 1999 113757 Page 2 of 5 Order dofiuzdjbnzdjfbsdsklvk Comment M4IL TAX STATEMENTS TO ADDRESS ABOVE Description San Diego CA Document-Year DocID 1999 113757 Page 3 of 5 Order dofiuzdjbnzdjfbsdsklvk Comment PARCEL 1 EXHIBIT A 6924 THE NORTHWESTERLY 120 00 FEET OF THAT PORTION OF BLOCK "W" OF PALISADES NO 2, IN THE CITY OF CARLSBAD, COUNTS OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO 1803, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY AUGUST 25, 1924 LYING SOUTHWESTERLY OF THE SOUTHWESTERLY LINE OF THE NORTHEASTERLY 300 00 FEET OF SAID BLOCK PARCEL 2 LOTS 7 AND 6 IN BLOCK "I" OF PALISADES IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5,1323 PARCEL 3 LOTS 5 AND 6 IN BLOCK "I" OF PALISADES IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY PECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5 1923, AS DESCRIBED IN CERTIFICATE OF COMPLIANCE RECORDED NOVEMBER 12 1998 AS FILE NO 1998-0734555 OF OFFICIAL RECORDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHWEST CORNER OF ABOVE DESCRIBED LOT 5, THENCE NORTH 34°22'25" WEST 100 00 FEET THENCE NORTH 55°13'20" EAST 90 00 FEET TO THE NORTHEAST CORNER OF SAID LOT 6, THENCE SOUTH 34°22'25" EAST 100 00 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF CHINQUAPIN AVENUE, THENCE ALONG SAID RIGHT-OF- WAY LINE SOUTH 55°13'20" WEST 90 00 FEET TO THE POINT OF BEGINNING RESERVING THEREFROM AN EASEMENT FOR ACCESS INGRESS AND EGRESS OVER, ALONG AND ACROSS A PORTION OF LOT 5 IN BLOCK 'I" OF PALISADES, IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747 FILED IN THE OFFICE OF TEH COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5, 1923, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3 THENCE ALONG THE COMMON LINE BETWEEN LOTS 3 AND 5 NORTH 34°22 25" WEST 38 65 FEET, THENCE LEAVING SAID COMMON LINE SOUTH 65°32'08" EAST 86 96 FEET MORE OR LESS TO A POINT ON THE COMMON LINE BETWEEN LOT 5 AND 6 OF ABOVE DESCRIBED MAP 1747, THENCE ALONG SAID COMMON LINE SOUTH 34°22 25" EAST 13 92 FEET TO A POINT ON THE NORTHERLY LINE OF CHINQUAPIN AVENUE AS DEDICATED TO THE PUBLIC ON SAID MAP THENCE ALONG SAID LINE SOUTH 55°13'20 WEST 20 00 FEET THENCE LEAVING SAID LINE NORTH 34°22 25" WEST 8 48 FEET THENCE NORTH 65°32 08" WEST 48 31 FEET TO THE POINT OF BEGINNING SAID EASEMENT IS APPURTENANT TO LOT 3, OF BLOCK "I", OF SAID MAP NO 1747 ALSO RESERVING THEREFROM FOR ACCESS, INGRESS AMD EGRESS OVER ALONG AND ACROSS A PORTION OF LOT 5, IN BLOCK "I" OF PALISADES, IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5, 1923, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4 THENCE ALONG THE COMMON LINE BETWEEN LOTS 4 AND 5 NORTH 34°22 25" WEST 50 00 FEET, THENCE LEAVING SAID COMMON LINE SOUTH 65°32'08" EAST 48 31 FEET, THENCE NORTH 34°22 25 flEST 8 48 FEET TO A POINT ON THE NORTHERLY LINE OF CHINQUAPIN AVENUE AS DEDICATED TO THE Description San Diego CA Document-Year DociD 1999 113757 Page 4 of 5 Order dofiuzdjbnzdjfbsdsklvk Comment 6925 PUBLIC ON SAID MAP THENCE ALONG SAID LINE SOUTH 55°13'20" WEST 25 00 FEET TO THE POINT OF BEGINNING SAID EASEMENT IS APPURTENANT TO LOT 4 BLOCK I , OF SAID MAP 1717 Description San Diego CA Document-Year DocID 1999 113757 Page 5 of 5 Order dofiuzdjbnzdjfbsdsklvk Comment RECORDING REQUESTED BY WHEN RECORDED MAIL TO City Clerk CITY OF CARLSBAD 1200 Carlsbad Village Dr Carlsbad CA 92008 THE ORIGINAL OF THIS DOCUMENT M RECORDED OH 3UH 23, 200^ DOCUMENT NUHBER 2004-0586674 GREGORY J SHITH, COUNTY RECORDER m DIE60 COUNTY RECORDER'S OFFICE TIHE 425 PH SPACE ABOVE THIS LINE FOR RECORDER'S USE ASSESSOR'S PARCEL NO 206-013-16 206-013-17 PR03-118PROJECT NO &NAME CHINQUAPIN LOTS (CB032478 & CB032479) COVENANT FOR EASEMENT (Government Code Article 2 7 commencing with Section 65870 of Chapter 4 of Division 1 of Title 7, Carlsbad Municipal Code Section 20 04 140) Pacific Land Concepts, Inc, A California corporation, hereinafter referred to as "Owner" creates a covenant for easement for the purpose stated hereon, over, across and upon the real property described in Exhibit "A" for the benefit of the property referred to in Exhibit "B" This covenant for easement may be released only according to the procedures established by law if it is determined by the City that the covenant is no longer needed to achieve the land use goals of the City This covenant for easement is required by a condition of approval for building permits numbers CB 032478 and CB 032479 issued by the City of Carlsbad for development located on real property described in Exhibits "A" and "B" The property burdened by this covenant for easement is described as follows See Exhibit "A" attached hereto and made a part hereof Exhibit "C" is provided for clarity only The property benefited by this covenant for easement is described as follows 1 H /Development Services/Masters/Deeds Grant Deeds Easements/Covenant for Easement Rev 4/28/97 See Exhibit "B" attached hereto and made a part hereof Exhibit "C" is provided for clarity only This covenant for easement provides for drainage over, across and upon the burdened property for the benefit of the property benefited and shall be enforceable by the City and the Owner of the property benefited and any successors in interest to the property benefited by this covenant This covenant for easement shall run with the land, and the burdens of the covenant for easement shall be binding upon and the benefit of the covenant for easement shall mure to the benefit of all successors in interest to the real property Dated Pacific Land Concepts, Inc , A California Corporation si By. (NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY OWNER MUST BE ATTACHED ) NOTE THAT THE PRESIDENT OR VICE-PRESIDENT AND THE SECRETARY OR ASSISTANT SECRETARY MUST SIGN FOR CORPORATE EXECUTIONS OF THIS DOCUMENT ALTERNATELY A TRUCE COPY OF A RESOLUTION OF THE BOARD OF DIRECTORS THAT IS SIGNED BY THE SECRETARY OR ASSISTANT SECRETARY OF THE CORPORATION, UNDER CORPORATE SEAL SPECIFICALLY EMPOWERING THE INDIVIDUAL SIGNED IN BEHALF OF THE CORPORATION WILL SHOW SUFFICIENT AUTHORITY OF SAID INDIVIDUAL TO ACT IN THIS MATTER IT IS RECOMMENDED THAT, PRIOR TO THE EXECUTION OF THIS COVENANT FOR EASEMENT, THE PARTIES CONSULT WITH THEIR ATTORNEYS WITH RESPECT THERETO APPROVED AS TO FORM RONALD R BALL City Attorney By Deputy City Attorney H /Development Services/Masters/Deeds Grant Deeds Easements/Covenant for Easement Rev 4/28/97 State of California County of San Diego On 2/1'ftU before C .. (Date) personally appeared (Name! t|tfe of Officer) (Name[s] of Signer[s]) t ^personally known to me -OR - n (proved to me on the basis of satisfactory evidence) to be the person(sf) whose name(jf) is/afe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/hor/thoir- authorized capacity(ies), and that by his/her/their signature(^) on the instrument the person(s/), or entity upon behalf of which the person(g) acted, executed the instrument WITNESS my hand and official seal Signature of Notary DANAOCHOA Commteton* 1442466 Notay PuMc • CoHomto Ion Dteflo County My Comm. bfkm 8tp X>, appy (This area for official notary seal) Title or Type of Date Document Signer(s) other Document of than named /I v C~- r— a( j^\f€jiT\c\<CYr Vfv~ VL- o&e YY\<LT^\' No of Pages -1-CM ^ above -— H /Development Services/Masters/Deeds Grant Deeds Easements/Covenant for Easement Rev 4/28/97 EXHIBIT "A" PR 03-118 EASEMENT FOR THE BENEFIT OF LOT 3, BLOCK "I", MAP NO 1747 BURDENED PROPERTY A PORTION OF LOT 4, IN BLOCK "I" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5,1923 BEING A STRIP OF LAND 5 00 FEET IN WIDTH, THE CENTERLINE DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4, THENCE ALONG THE SOUTH LINE OF SAID LOT 4 SOUTH 55°13'20" WEST 67 94 FEET TO THE TRUE POINT OF BEGINNING. THENCE NORTH 36°16'32" WEST 5002 FEET TO A POINT OF TERMINUS ON THE NORTHERLY LINE OF SAID LOT 4 THE SIDELINES OF SAID EASEMENT SHALL BE PROLONGED OR SHORTENED TO TERMINATE ON THE NORTHERLY AND SOUTHERLY LINES OFLOT4 EXHIBIT "B" PR 03-118 BENEFITED PROPERTY LOT 3, IN BLOCK "I" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5,1923 M^, EXHIBIT "C" 5' PRIVATE DRAINAGE EASEMENT OVER LOT 4 FOR TBS BENEFIT OF LOT 8 , BLOCK T MAP NO 1747 PRIVATE DRAINAGE BASEMENT AREA =250085 SQ. FT. toos CHINQUAPIN AVENUE N55°13'20"E 82 39 T.P.O.B; 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft ALTA CONSULTANTS PLANNING ENGINEERING SURVEYING 4901 Morena Blvd Ste 409 San Diego, CA 92117 (858) 581-6101 Fax (858) 581-6138 CERTIFICATION FOR ACCEPTANCE OF COVENANT FOR EASEMENT This is to certify that the interest in real property conveyed by the Covenant For Easement dated March 1,2004 from Pacific Land Concepts, Inc, to the City of Carlsbad, California, a municipal corporation, is hereby accepted by the City Council of the City of Carlsbad, California, pursuant to Ordinance No NS-422, adopted on September 16, 1997, and the grantee consents to the recordation thereof by its duly authorized officer DATED June 11. 2004 f Assistant City Clerk RESOLUTION ADOPTED BY UNANIMOUS WRITTEN CONSENT OF THE BOARD OF DIRECTORS OF PACIFIC LAND CONCEPTS, INC Dated as of April 24. 2003 We the undeisigned, being all of the members of the Board of Directors of PACIFIC LAND CONCEPTS, Inc , a California Corporation organized under the General Corporation Law of California, do hereby consent to taking the following action and adopt the following resolutions WHEREAS, the Board of Directors will be presented with various documents regarding the management and operation of the real property owned by Pacific Land Concepts, Inc. a California Corpoiation, WHEREAS, the Board of Directors has determined that it is in the best interest of this corporation, to enter into all required project management documents, WHEREAS, the Board of Directors wish to appoint Donald L Williamson as an agent of the corporation NOW, THEREFORE, BE IT RESOLVED that Donald L Williamson is appointed as an agent of the corporation and, by his signature alone, is hereby authorized and directed to execute on behalf of this corporation any and all bonds, documents, applications and instruments necessary or appropriate to effectuate and bind all of the obligations, duties and i ights of this corporation with respect to the real estate project of the corporation, to encumber property owned by the corporation, and to execute any and all other documents, instruments, contracts, agicements, deeds, easements, subdivision maps and other documents relating to the coiporation, and the following signature block shall apply in connection therewith By PACFF1C LAND CONCEPTS, IMC -a/Gal rforma Corpoiation Donald L Williamson, Agent The undersigned directs that this consent be filed with the minutes of the proceedings of the Board of Dnectors of the corporation This consent is executed pursuant to Section 307(b) of the Corporations Code of the State of CaMoima and Section 13 of Article III of the Bylaws of this corporation, which authorize the taking of action b\ the Boaid of Dnectois by unanimous written consent withom a meeting Dated as of April 24. 2003 -t}aryS Ros/Felber / 037223 0001 254222 I D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No C Planner Chris Sexton Address Phone (760) 602-4624 Type of Project & Use. Zoning R~3 General Plan Q-H Net Project Density /*/ DU/AC Facilities Management Zone /_ CFD (in/out) #_Date of participation.Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES _ NO fc^ TYPE _ Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval O D Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority7 YES V 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 completed7 YES _ NO K. If NO, complete Coastal Permit Determination Form now ' ^ Coastal Permit Determination Log # - _' "Follow-Up Actions t \ > 1 ) Stamp Building Plans as "Exempf or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required YES ^ NO (Effective date of Inclusionary Housing Ordinance - May 21,1993) .Data Entry Completed7 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\BldgP'-.chkRevChklst Rev 9/01 D ora n DDD 0/U D TOW1 Provide a fully dimensional site plan drawn to scale Show North arrow property lines easements, existing and proposed structures, streets, existing street improvements right-of way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES v MO 2 Project complies YE Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure Front Interior Side Street Side Rear Structure separation 3 Lot Coverage :s v NO Required '7Q Required ^ ' Required Required ^O' Required setbacks Required Required Required 4 } ^ Required ^^X) Required^""^n s^ Required "^^40/0 Shown QO Shown J5 ' Shown Shown /O' Shown Shown S Shown s " Shown / 0 ^^ Shown '^~f\ Shown ^ ' ' Shown < <bO7c> 4 Height Required SO Shown Spaces Required oL..Shown5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown. Additional Comments (D NtJUCLf ) oMjJL OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE - H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 STATE OF CALIFORNIA - THE RESOURCES AGENCY ARNOLD SCHWARZENEGGER, Governor CALIFORNIA COASTAL COMMISSION SAN DIEGO AREA 7575 METROPOLITAN DRIVE SUITE 103 SAN DIEGO CA 92108-4421 (619) 767 2370 Keystone Carlsbad LLC Attn Don Wiliamson 5333 Mission Center Road, Suite 360 San Diego, CA 92108 NOTICE OF ACCEPTANCE Date May 6.2004 Applicant Keystone Carlsbad LLC Document or Plans 1 Revised final site and Building plans 3 Color Board for extenor treatment 4 Final Drainage Plans extenor treatment and landscaping 2 Final Landscape Plans 5 Deed restrictions - Submitted in compliance with Special Conditions) No(s) of Coastal Development Permit No 6-02-029 Remaining Special Condition(s) None 1-4 Material submitted in compliance with said Special Condition(s) of your development ^permit has been reviewed by the District Director and found to fulfill the requirements of said condition(s) Your submitted material and a copy of this letter have been made a part of the permanent file Sincerely, Deborah Lee Deputy Director f STATE OF CALIFORNIA - THE RESOURCES AGENCY GRAY DAMS Governor •CALIFORNIA COASTAL COMMISSION SAN DIEGO AREA 7575 METROPOLITAN DRIVE SUITE 103 SAN DIEGO CA 92108-4402 (619) 767 2370 COASTAL DEVELOPMENT PERMIT NO 6-02-29 Page 1 of 5 On May 7.2002 the California Coastal Commission granted to Keystone Carlsbad LLC this permit for the development described below, subject to the attached Standard and Special Conditions Description Construction of two 2,460 sq ft single family dwellings (and attached 400 sq ft garages), each 30 feet high, on two vacant lots, each approximately 4,200 sq ft Lot Area 4,200 sq ft * Building Coverage 2,860 sq ft (68 %) Pavement Coverage 365 sq ft ( 9 %)* Landscape Coverage 975 sq ft (23 %)* Parking Spaces 4 spaces total Zoning R-3 (Residential Multi-Family)-23 du/ac Plan Designation R-H (Residential High) Ht above fin grade 30 feet * = average of both lots Site At the west and north terminus of Chinquapin Avenue, east of Carlsbad Boulevard, Carlsbad, San Diego County APN 206-013-16,17 Issued on behalf of the California Coastal Commission by PETER DOUGLAS Executive Director and COASTAL DEVELOPMENT PERMIT NO 6-02-29 Page2of_5_ IMPORTANT THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE ACKNOWLEDGMENT The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof Date Signature of Permittee STANDARD CONDITIONS 1 Notice of Receipt and Acknowledgment The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office 2 Expiration If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application Development shall be pursued in a diligent manner and completed in a reasonable period of time Application for extension of the permit must be made prior to the expiration date 3 Interpretation Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission 4 Assignment The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit 5 Terms and Conditions Run with the Land These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions SPECIAL CONDITIONS The permit is subject to the following conditions 1 Revised Site and Building Plans Prior to the issuance of the coastal COASTAL DEVELOPMENT PERMIT NO 6-02-29 V Page 3 of _5_ development permit, the applicant shall submit for the review and written approval of the Executive Director, revised final site and building plans, approved by the City of Carlsbad, that are in substantial conformance with plans prepared by Keystone Communities Inc, date stamped received February 11,2002 , except that they shall be revised as follows a The identified front yard detention basins shall be deleted The permittee shall undertake development in accordance with the approved final plans Any proposed changes to the approved final plans shall be reported to the Executive Director Proposed changes to the approved final plans shall not occur without a Coastal Commission-approved amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required 2 Landscaping Plan/Front Yard Improvements/Deed Restriction PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit a final landscaping plan for the review and written approval of the Executive Director Said plan shall include the following a A plan showing the type, size, extent and location of all plant materials front yard improvements on the site With the exception of at grade patios and decks, only low-growing plant matenals and low fencing or glass screening (i e, no greater than 3-feet high) are permitted in the front yards of the proposed residences and the south side yard on Lot 4 to ensure that public views originating from the benches on the adjacent public vista point are preserved b Drought tolerant native or non-invasive plant materials shall be utilized c A planting schedule that indicates that the planting plan shall be implemented within 60 days of completion residential construction d A written commitment by the applicant that all required plantings shall be maintained in good growing conditions, and whenever necessary, shall be replaced with new plant materials to ensure continued compliance with applicable landscape screening requirements e Five years from the date of issuance of the coastal development permit, the applicant shall submit for review and written approval of the Executive Director, a landscape monitoring report, prepared by a licensed Landscape Architect or qualified Resource Specialist, that certifies the on-site landscaping is in conformance with the landscape plan approved pursuant to this Special Condition The monitoring report shall include photographic documentation of plant species and plant coverage If the landscape monitoring report indicates the landscaping is not in conformance with or has failed to meet the performance standards specified in the landscaping V COASTAL DEVELOPMENT PERMIT NO 6-02-29 Page 4 of 5 plan approved pursuant to this permit, the applicant, or successors in interest, shall submit a revised or supplemental landscape plan for the review and written approval of the Executive Director The revised landscaping plan must be prepared by a licensed Landscape Architect or Resource Specialist and shall specify measures to remediate those portions of the original plan that have failed or are not in conformance with the original approved plan , / The permittee shall undertake the development in accordance with the approved landscape plans Any proposed changes to the approved landscape plans shall be reported to the Executive Director No changes to the landscape plans shall occur without a Coastal Commission approved amendment to this coastal development permit unless the Executive Director determines that no amendment is required PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall record a deed restnction, in a form and content acceptable to the Executive Director, that reflects the above requirements The restnction shall provide that landscaping shall be implemented in accordance with Special Condition #3 and consistent with those plans approved with CDP #6-02-29 The document shall run with the land for the life of the structures approved in this permit, binding all successors and assigns, and shall be recorded free of prior liens that the Executive Director determines may affect the enforceabihty of the restnction This deed restriction shall not be removed or changed without a Coastal Commission-approved amendment to this coastal development permit 3 Extenor Treatment/Deed Restnction PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit a color board or other indication of the extenor matenals and color scheme to be utilized in the construction of the proposed residences for the review and approval in writing of the Executive Director The color of the structure and roof permitted hereby shall be restricted to color compatible with the surrounding environment (earth tones) including shades of green, brown, and gray, with no white or light shades and no bnght tones except as minor accents All windows shall be compnsed of non-glare glass PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall execute and record a deed restnction, in a form and content acceptable to the Executive Director, which reflects the restnctions stated above on the proposed development The document shall run with the land for the life of the structure approved in this permit, binding all successors and assigns, and shall be recorded free of pnor liens and encumbrances that the Executive Director determines may affect the enforceabihty of the restriction This deed restriction shall not be removed or changed without a Coastal Commission-approved amendment to this coastal development permit 4 Final Drainage Plans PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit final drainage and runoff control plans, that have been approved by City of Carlsbad, to the Executive Director for review COASTAL DEVELOPMENT PERMIT NO 6-02-29 Page 5 of _5_ and written approval The plans shall document that the runoff from the roof, driveway and other impervious surfaces shall be collected and directed into pervious areas on the site (landscaped areas) for infiltration and/or percolation to the maximum extent practicable, pnor to being conveyed off-site in a non-erosive manner The permittee shall undertake the development in accordance with the approved plans Any proposed changes to the approved plans shall be reported to the Executive Director No changes to the plans shall occur without a Coastal Commission approved amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required (6 02 29p) I STATE OP CAUFORNH-THE RESOURCES AQENCV GRAY DAVIS CALIFORNIA COASTAL COMMISSION SAN DIEGO ARSA 7E75 METROPOLITAN DRIVE, SUITE 103 SAN DIEGO CA 92108.4102 (619) 767 2370 Date June 5, 2002 Application No 6-02-29 Page 1 of 4 NOTICE OF INTENT TO ISSUE PERMIT On May 7. 2002. the California Coastal Commission approved the application of Keystone Carlsbad LLC, subject to the attached standard and special conditions, for the development described below Description Construction of two 2,46 0 sq fit single family dwellings (and attached 400 sq ft garages), each 30 feet high, on two vacant lots, each approximately 4,200 sq ft Lot Area 4,200 sq ft * Building Coverage 2,860 sq ft ( 68 %) Pavement Coverage 365 sq ft ( 9 %)* Landscape Coverage 975 sq ft ( 23 %)* Parking Spaces 4 spaces total Zoning R-3 (Residential Multi-Fanuly)-23 du/ac Plan Designation R-H ( Residential High) Ht above fin grade 30 feet * = average of both lots Site At the west and north terminus of Chinquapin Avenue, east of Carlsbad Boulevard, Carlsbad, San Diego County APN 206-013-16, 17 The permit will be held in the San Diego District "Office ofTEeT^ommissron, perilling fulfillment of Special Conditions 1. 2, 3,4 When these conditions have been satisfied, the permit will be issued DEBORAH N LEE DEPUTY DIRECTOR BY NOTICE OF INTENT TO ISSUE PERMIT NO 6-02-29 Page 2 of 4 STANDARD CONDITIONS 1 Notice of Receipt and Acknowledgment The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office 2 Expiration If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application Development shall be pursued in a diligent manner and completed in a reasonable period of tune Application for extension of the permit must be made prior to the expiration date 3 Interpretation Any questions of intent or interpretation of any condition will be resolved by the Executive Director or the Commission 4 Assignment The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit 5 Terms and Conditions Run with the Land These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions SPECIAL CONDITIONS The permit is subject to the following conditions 1 Revised Site and Building Plans Prior to the issuance of the coastal development permit, the applicant shall submit for the review and written approval of the Executive Director, revised final site and building plans, approved by the City of Carlsbad, that ars in substantial conformance with plans prepared by Keystone Communities Inc, date stamped received February 11, 2002 , except that they shall be revised as follows a The identified front yard detention basins shall be deleted The permittee shall undertake development in accordance with the approved final plans Any proposed changes to the approved final plans shall be reported to the Executive Director Proposed changes to the approved final plans shall not occur without a Coastal Commission-approved amendment to this coastal development permit 2 Landscaping Plan/Front Yard Improvements/Deed Restriction PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit a final landscaping plan for the review and written approval of the Executive Director Said plan shall include the following a A plan showing the type, size, extent and location of all plant materials and NOTICE OF INTENT TO ISSUE PERMIT NO 6-02-29 Page 3 of 4 front yard improvement on the sites With the exception of at grade patios and decks, only low-growing plant materials and low fencing or glass screening (i e, no greater than 3-feet high) are permitted in the front yards of the proposed residences and the south side yard on Lot 4 to ensure that public views originating from the benches on the adjacent pub he vista point are preserved b Drought tolerant native or non-invaswe plant matenals shall be utilized c A planting schedule that indicates that the planting plan shall be implemented wilhm 60 days of completion residential construction d A written commitment by the applicant that all required plantings shall be maintained in good growing conditions, and whenever necessary, shall be replaced with new plant matenals to ensure continued compliance with applicable landscape screemng requirements e Five years from the date of issuance of the coastal development permit, the applicant shall submit for review and written approval of the Executive Director, a landscape monitoring report, prepared by a licensed Landscape Architect or qualified Resource Specialist that certifies the on-site landscaping is in conformance with the landscape plan approved pursuant to this Special Condition The monitoring report shall include photographic documentation of plant species and plant coverage If the landscape monitoring report indicates the landscaping is not in conformance with or has failed to meet the performance standards specified in the landscaping plan approved pursuant to this permit, the applicant, or successors in interest, shall N submit a revised or supplemental landscape plan for the review and written approval of the Executive Director The revised landscaping plan must be prepared by a licensed Landscape Architect or Resource Specialist and shall specify measures to remediate those portions of the original plan that have failed or are not m conformance with the original approved plan The permittee shall undertake the development in accordance with the approved landscape plans Any proposed changes to the approved landscape plans shall be reported to the Executive Director No changes to the landscape plans shall occur without a Coastal Commission approved amendment to this coastal development permit unless the Executive Director determines that no amendment is required PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall record a deed restriction, in a form and content acceptable to the Executive Director, that reflects the above requirements The restriction shall provide that landscaping shall be implemented in accordance with Special Condition #2 and consistent with those plans approved with CDP £6-02-29 The document shall run with the land for the life of the structures approved in this permit, binding all successors and assigns, and shall be recorded free of pnor hens that the Executive Director determines may affect the enforceabihty of the restriction This deed restriction shall not be removed or changed without a Coastal Commission-approved amendment to this coastal development permit NOTICE OF INTENT TO ISSUE PERMIT NO 6-02-29 Page 4 of 4 3 Exterior Treatment/Deed Restriction PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit a color board or other indication of the exterior materials and color scheme to be utilized in the construction of the proposed residences for the review and approval in writing of the Executive Director The color of the structure and roof permitted hereby shall be restricted to color compatible with the surrounding environment (earth tones) including shades of green, brown, and gray, with no white or light shades and no bright tones except as minor accents All windows shall be comprised of non-glare glass PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall execute and record a deed restriction, in a form and contenx acceptable to the Executive Director, which reflects the restrictions stated above on the proposed development The document shall run with the land for the life of the structure approved in this permit, binding all successors and assigns, and shall be recorded free of prior hens and encumbrances that the Executive Director determines may affect the enforceability of the restriction This deed restriction shall not be removed or changed without a Coastal Commission-approved amendment to this coastal development permit 4 Final Drainage Plans PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit final drainage and runoff control plans, that have been approved by City of Carlsbad, to the Executive Director for review and written approval The plans shall document that the runoff from the roof, dnveway and other impervious surfaces shall be collected and directed into pervious areas on the site (landscaped areas) for infiltration and/or percolation to the maximum extent practicable, pnor to being conveyed off-site in a non-erosive manner The permittee shall undertake the development in accordance with the approved plans Any proposed changes to the approved plans shall be reported to the Executive Director No changes to the plans shall occur without a Coastal Commission approved amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required (6-02 29n) 4s UL 3 1 2003 CHICAGO TITLE COMPANY • " ' , /OT 3i i Date July 30,2003 , ( DON WILLIAMSON KEYSTONE COMMUNITIES 5333 MISSION CENTER RD , STE 360 SAN DIEGO, CA92108 Order No 33040338 - U50 Property RE LOT 3/M 1747 In response to a request for our issuance of a Policy of Title Insurance, we enclose herewith our Preliminary Report for your review Should you have any questions in connection with this or any other matter concerning the above referenced order, please do not hesitate to contact our office Thank you for choosing Chicago Title Company Trtle Department CHICAGO TITLE COMPANY 925"B" STREET SAN DIEGO CA92101 (619)544-6233 fax (619)544-6279 Tom Votel / Ken Cyr Paula Spehar TITLE OFFICER ESCROW OFFICER PRELTR ~09/16/87bk 3 CHICAGO TITLE COMPANY PRELIMINARY REPORT FIRST AMENDED Dated as of July 18 2003 at 7 30 AM Reference LOT 3/M 1747 Order No 33040338 -U50 CHICAGO TITLE COMPANY hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth insuring against loss which may be sustained by reason of any defect, hen or encumbrance not shown or referred to as an Exception in Schedule B or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said Policy forms The printed Exceptions and Exclusions from the coverage of said Policy or Policies are set forth in the attached list Copies of the Policy forms are available upon request Please read the exceptions shown or referred to in Schedule B and the exceptions and exclusions set forth in the attached list of this report carefully The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects, and encumbrances affecting title to the land THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED The form of policy of title insurance contemplated by this report is CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY Visit Us On The Web westemdtvision ctt com Title Department CHICAGO TITLE COMPANY 925 "B" STREET SAN DIEGO, CA 92101 (619)544-6233 fax (619)544-6279 Tom Votel / Ken Cyr TITLE OFFICER PFP -08/OS/99bk SCHEDULE A OrderNo 33040338 U50 YourRef LOT 3/M1747 1 The estate or interest in the land hereinafter described or referred to covered by this report is A FEE 2 Title to said estate or interest at the date hereof is vested in PACIFIC LAND CONCEPTS, INC , A CALIFORNIA CORPORATION 3 The land referred to in this report is situated in the State of California, County of SAN DIEGO and is described as follows SEE ATTACHED DESCRIPTION PREA 10/31/97bk Page i DESCRIPTION Order No 33040338 PARCEL A LOT 3 IN BLOCK "I" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 5, 1923 EXCEPTING FROM SAID LAND, THOSE PORTIONS LYING WITHIN STATE HIGHWAY 101, XI-SD-2-B, KNOWN AS CARLSBAD BOULEVARD, AS GRANTED IN BOOK 288, PAGE 258 OF OFFICIAL RECORDS, RECORDED MAY 2, 1934, AND IN BOOK 453, PAGE 339 OF OFFICIAL RECORDS, RECORDED DECEMBER 19, 1935 PARCEL B AN EASEMENT FOR ACCESS, INGRESS AND EGRESS OVER, ALONG AND ACROSS A PORTION OF LOT 5, IN BLOCK "I" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1747, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON FEBRUARY 5, 1923, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 3, THENCE ALONG THE COMMON LINE BETWEEN LOTS 3 AND 5 NORTH 34°22'25" WEST 38 65 FEET, THENCE LEAVING SAID COMMON LINE SOUTH 65°32'08" EAST 86 96 FEET MORE OR LESS TO A POINT ON THE COMMON LINE BETWEEN LOT 5 AND 6 OF ABOVE DESCRIBED MAP 1747, THENCE ALONG SAID COMMON LINE SOUTH 34°22/25n EAST 13 92 FEET TO A POINT ON THE NORTHERLY LINE OF CHINQUAPIN AVENUE AS DEDICATED TO THE PUBLIC ON SAID MAP, THENCE ALONG SAID LINE SOUTH 55°13'20" WEST 20 00 FEET, THENCE LEAVING SAID LINE NORTH 34°22'25" WEST 8 48 FEET, THENCE NORTH 65°32'08" WEST 48 31 FEET TO THE POINT OF BEGINNING SAID EASEMENT IS APPURTENANT TO AND FOR THE BENEFIT OF LOT 3 SCHEDULE B Page 1 Order No 33040338 U50 YourRef LOT 3/Ml747 At the date hereof exceptions to coverage in addition to the printed Exceptions and Exclusions in the policy form designated on the face page of rins Report would be as follows A 1 PROPERTY TAXES, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES, TO BE LEVIED FOR THE FISCAL YEAR 2003-2004 THAT ARE A LIEN NOT YET DUE B 2 PROPERTY TAXES, INCLUDING ANY PERSONAL PROPERTY TAXES AND ANY ASSESSMENTS COLLECTED WITH TAXES, FOR THE FISCAL YEAR 2002-2003 1ST INSTALLMENT 2ND INSTALLMENT HOMEOWNERS EXEMPTION CODE AREA ASSESSMENT NO $1,187 59 (PAID) $1,187 59 (PAID) $NONE 09000 206-013-16 3 THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO THE PROVISIONS OF CHAPTER 3 5 (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA 4 THE RECITAL CONTAINED ON THE MAP OF SAID LAND WHICH AGREES TO ALLOW THE CROSSARMS OF POLES OR SIMILAR STRUCTURES PLACED ALONG THE RIGHT OF WAY OF CERTAIN HIGHWAYS TO HANG OVER THE ABUTTING LAND 5 A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL AMOUNT SHOWN BELOW AMOUNT DATED TRUSTOR TRUSTEE BENEFICIARY RECORDED END OF SCHEDULE B MM $1,900,000 00 APRIL 22, 2003 PACIFIC LAND CONCEPTS, INC , A CALIFORNIA CORPORATION CALIFORNIA BANK & TRUST CALIFORNIA BANK & TRUST, A CALIFORNIA BANKING CORPORATION APRIL 30, 2003 AS FILE NO 2003-0505062 OF OFFICIAL RECORDS PREB 10/31/97bk CHICAGO TITLE INSURANCE COMPANY Fidelity National Financial Group of Companies Privacy Statement Julyl 2001 We recognize and respect the privacy expectation of today s consumers and the requirements of applicable federal and state privacy laws We believe that making you aware of how we use your non-public personal information ("Personal Information") and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve This Privacy Statement provides that explanation We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws In the course of our business, we may collect Personal Information about you from the following sources * From applications or other forms we receive from you or your authorized representative, * From your transactions with, or from the services being performed by, us, our affiliates, or others, * From our internet web sites, * From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others and * From consumer or other reporting agencies Our Policies Regarding The Protection Of The Confidentiality And Security Of Your Personal Information We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or intrusion We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes Our Policies and Practices Regarding the Sharing of Your Personal Information We may share your Personal Information with our affiliates such as insurance companies agents, and other real estate settlement service providers We may also disclose your Personal Information * to agents brokers or representatives to provide you with services you have requested, * to third-party contractors or service providers who provide services or perform marketing or other functions on our behalf and * to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so or when we suspect fraudulent or criminal activities We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you One of the important responsibilities of some of our affiliated companies is to record documents in the public domain Such documents may contain your Personal Information Right To Access Your Personal Information And Ability To Correct Errors Or Request Change Or Deletion Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom your Personal Information has been disclosed Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests All requests must be made in writing to the following address Privacy Compliance Officer Fidelity National Financial, Inc 4050 Calle Real, Suite 220 Santa Barbara, CA 93110 Multiple Products or Services If we provide you with more than one financial product or service, you may receive more than one privacy notice from us We apologize for any inconvenience this may cause you PRIVACYT -06/29/01 bk 1 T DO^IVl LAINLJ JA*N 2" 4 Recording Requested by San Diego Gas & Electnc Company When recorded, mail to San Diego Gas & Electnc Company 8335 Century Park Court San Diego, CA 92123 Real Estate & Facilities, CP11D THE 0, mi OF THI UfiS RECORDED ON 3f DOCUMENT NUMBER' 2( GREGORY J SHITH, 0 SAN DEED COUNTY ED THE 334' APN 206-013-16.17 & 23 SPACE ABOVE FOR RECORDER'S USE Transfer Tax NONE SAN DIEGO GAS & ELECTRIC COMPANY QUITCLAIM OF EASEMENT The land, tenements or realty is located in the unincorporated area of the County of San Diego, State of California X I City of Carlsbad, County of San Diego, State of California, and SAN DIEGO GAS & ELECTRIC COMPANY, a California corporation (SDG&E) for valuable consideration, does hereby remise, release and forever quitclaim to any and all person(s) or entity having a legal or equitable interest in the hereinafter described real property all nght, title, interest and claim of SDG&E m and to the following described real property that was acquired by virtue of the easement dated June 22,1923 and recorded July 10, 1923 in Book 961, Page 3 of Deeds, records of said County of San Diego The real property m which said easement(s) is quitclaimed is described as follows Lots 3,4, and 5, in Block "I" of Palisades, according to Map thereof No 1747, filed m the Office of the County Recorder of said County of San Diego [SMstwordVr-18doc]81 0545(S) OOMIVl L.MINU [VIUIV1 I This quitclaim does not release any interest or estate SDG&E may have in the above- descnbed real property except the easements) specified IN WITNESS WHEREOF, said San Diego Gas & Electric Company has caused this deed to be executed in its corporate name by its duly authorized agent this /'tr4s day of •&f_ 2003 7 Drawn Peacock Checked £\?>K Sketch None Date 01-02-2003 Q C No 2003-003 R/WNo 1580(Part) SAN DIEGO GAS & ELECTRIC COMPANY, a California Corporation By_ JohnB Burton Land Management Manager Real Estate & Facilities State of California County of San Diego On -before me,.Connie P Peacock Notary Pubhc (name, title of officer), personally appeared JohnB Burton. Only_ X personally known to me proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same m his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument WITNESS my hand and official seal 7? Signature [SMstwordYT 18 doc]81 0645(S) 4 tl Af STRUCTURAL CALCULATIONS PROJECT HOROWITZ TAYLORKUSHKAKI STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS CONCRETE STRENGTH AT TWENTY EfGHT DAYS MASONRY GRADE "N" CONCRETE BLOCK F' M MORTAR TYPES 1,800 PSI GROUT 2000 PSI REINFORCING STEEL A-615 .PSI PSI STRUCTURAL STEEL' A-36 LUMBER DOUGLAS FIR-LARCH JOISTS \ BEAMS AND POSTS STUDS SEISMIC FORCE ^ _ WIND FORCE _ GRADE 40 #4 AND LESS (U ON,) GRADE 60 #5 AND LARGER #2 #2 STUD OR BETTER REPORT BY REPORT NO -/-SC SOIL PRESSURE DESIGN LOADS ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL & CLG MISC TOTAL • ROOF LIVE LOAD SLOPING - FLAT FLOOR DEAD LOAD INT FLOORING PLYWOOD JOISTS INSUL & CLG MISC TOTAL • FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY WALL DEAD LOAD INTERIOR EXTERIOR 10PSF 16PSF 40 PSF 60 PSF (U O N > 100 PSF These calculations are limited only to the Items included herein, selected by the client and do not imply approval of any other portion of the structure by this office These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record 3914 Murphy Canyon Road • Suite A100 • San Diego CA 92123 4491 • (858) 560 4383 • Fax (858) 560 8842 IT, (. = lo f X - L- V W =, (&CO+ 37 i 37 6? Ms -f- l ) « £ i- t 4/ t ess 37 r /A X - n7/b P^ L W -/- 37 3 = 2. KAX, 64- 6, * 2. rrsrr- o-j&fs. L = II M I X ^ 4- - L - It' M = I = ^x/o Ma- ft) * X X = . PAH i L.T T - &> X ^w. —i f L -w,= M- X- J_ s 37 37 t•Tf7 7 1&! 4' L ~>* = 51 X - £3-. ^^ /^ H» » 644-^ L =lT M = X - - 2 H 4 L =w 37 7- W = xY M- 37 } /57/ L = 4 L = W . M = /6,/ X - 376 J- - L - \t* -f- IT - w = M a'" t ^ Va L- 3'16, ft)+37 VJ I *-f (&/£> f (( wz- H =/£, JT W = =&<=?. 3 - // >x / e> //, W •V °|-7o P f 77/ 1 t 6, 2>c 86 f j r V V - L-4 4. 6 V a 31. - 5 7 ) - V- -V * - V f - ~ r = - r - - . o 10 -^ yVUr - T---> >J T"' — -A Mr- t* 3541 - T = (^ fOV I- * 7^ - T- , 2(,~1 a*** '67 -.67 T jf SV4H*.o STRUCTURAL CALCULATIONS PROJECT HOROWITZ TAYLOR KUSHKAKI STRUCTURAL ENGINEERS DESIGN ASSUMPTIONS CONCRETE STRENGTH AT TWENTY EfGHT DAYS MASONRY GRADE "N" CONCRETE BLOCK F' MORTAR TYPES 1,800 PSI GROUT 2000 PSI REINFORCING STEEL A-615 2&0&.PSI PSI STRUCTURAL STEEL A-36 LUMBER DOUGLAS FIR-LARCH JOISTS \ BEAMS AND POSTS STUDS SEISMIC FORCE . . . WIND FORCE DESIGN LOADS ROOF DEAD LOAD SLOPING ROOFING PLYWOOD JOISTS INSUL & CLG MISC TOTAL « Z\ f*£>f ROOF LIVE LOAD SLOPING — GRADE 40 GRADE 60 #4 AND LESS (U O N.) #5 AND LARGER #2 #2 STUD OR BETTER REPORT BY- REPORT NO i I M ^ * -& -SO SOIL PRESSURE FLAT FLOOR DEAD LOAD INT FLOORING PLYWOOD JOISTS INSUL & CLG MISC TOTAL • FLOOR LIVE LOAD INTERIOR BALCONY EXIT WALKWAY WALL DEAD LOAD EXT \ INTERIOR EXTERIOR 10PSF 16PSF 40 PSF 60 PSF (U O N) 100 PSF These calculations an limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record 3914 Murohv Canyon Road • Suite A100 • San Dieqo CA 92123 4491 • (858fS60 4383 • Fax (858) 560 8842 1. - L-W = 16 X - V W, . (6 CO* 4- 57 /7, f 37 4 4 % = \7& 0 « VJ, t 1 4' , l t Z.c/7 \-n~7 ess I.Tff7- PL ~/*, LL-4-o WTL 64- 11 2. T^r- ' W{ ^ 7/ WTL ^ = 14-, LL—fo f vl = e4 M = 4-7 IT M = ir X p.r -7-77 = fo •» X * L - M = X = IE - Ma Va JI X - 1-r 37 37 Vi ' w, t ^ L -5 57 ' VJ= t^l + « /6/-J- 37 X >f . M X L =11' U6' w = M V = £^4 * X =•!£, 4 L =w 37 7- Kl =6 -X - L.Y ( . M - 37 T 76 «" \\.<?w * X - S.S t L - L =-f- IT - L =/47 M Ka, = lS>, Va * T « U 3'* e*(\)+ I - # 6 37 1 £'•M-+f 1 W2 * •! H =/6, JT L ,/?'W = X" = L» W, s I 1 4 fo1 U> " *x « 4 l*r M f 771 2Z& p f "A -4^ f J V V » I 3 * / /$ * I x 44- y I.CP* L4 20 lo + V G/ So . 1 & f « 3 4-+ 2 . a - o , 1?^7 )J He ,/ T* •y ^ 2 V? to 2- T- J =.- T- T - IT -(• 7 --67 -J 810-3 4£*» 7^5- p^*- Revisions to Chinquapin Lots Construction Documents as requested by Don Williamson Plans 1Aand 1B First Floor Change front door to be 3'-6" x 8-0" Add man door to garage (3'-0° x 6'-8") Resize interior doors per client supplied check-set All closet doors to be 1 3/8" louvered doors Note air conditioning to be optional Remove pass-thru cabinets at Family Room and Dining Room Replace with 36" high pony wall, adjust location Remove niches at living room at both sides of entry ^ * % Replace sliding 10'-0" x 8'-0" 4-panel doors with 3 panel 10'-0" x 8'-0" doors at - , Family and Dining rooms \J| Create new niche for water heater to left rear corner of garage, reduce size of closet Show kitchen cabinets turning corner where water heater niche was previously located Replace 42" fireplace in Family Room with 48" unit Add 6" pop-out to accommodate increased depth Eliminate 5'-0" x 5'-0" window in Nook, replace with 5-0" x 8'-0" sliding glass door Change kitchen window from 3'-0" width to 5'-0" width Eliminate upper cabinet at left of kitchen sink Refrigerator m Kitchen to be 42" Adjust cabinets Add separate microwave in upper cabinet to the right of cook top Hall into Bedroom 4/Den to be tile Closet doors in Bedroom 4/Den to be a pair of 2070 doors Change shower pan at Bath 4 to 60" x 36" pre-cast Lasco or equivalent, with tile surround Remove solid wall enclosure, replace with full glass enclosure Second Floor Master retreat fireplace to be 42" Allow 20" for surround to accommodate 12" tile Remove niche to left of fireplace Replace sliding 10'-0" x 8'-0" 4-panel doors with 3 panel 10'-0" x 8'-0" doors at master retreat Add entry soffit to master bath Increase water closet room size in master bath, adjust master shower Change shower pan at Bath 2 to 60" x 36" pre-cast Lasco or equivalent, with tile surround Change Deck #2 at Master Bedroom from Trex Decking to solid elastomenc decking Change Bedroom 3 windows on right elevation to operable Roof Locate (2) F A U in attic, show in roof plan Add additional O'Hagm vents (at least 4) per client request Electrical, Mechanical, Plumbing Adjust lighting layouts at Family, Dining and Nook per client supplied check set Adjust lighting layouts at Master Bedroom, Master Bath and Master Retreat per client supplied check set Add fluorescent light fixture to Laundry Show (2) fluorescent lights in garage Show2ndAC condenser Change water heater to 75 gallon Add J-box and light to exterior wall on southeasterly corner of house on right side of Bedroom 4/Den 5050 window Use same switch as (2) lights on either side of garage Recessed can over entry to be switched separately Eliminate porch wall light outside Dining Room, indicate recessed can over patio area Add porch light outside Nook sliding door Add WP/GFI receptacle outside Nook sliding door Add WP/GFI receptacle outside sliding door from Master Bedroom Relocate BBQ gas stub to space between Nook sliding door and Kitchen window Relocate hose bib on dining room corner Master tub to be jetted, add electrical connection inside tub space Add access panel to tub area from inside Master walk-in closet Master Bath to have wall mount sconces (over mirror surface) on each side of sink All secondary baths to have wall mount bath bar lights (over mirror surface) over sinks Bath 4 to have wall mount sconces on either side of pedestal sink Interior Add pot drawers below cook top Reconfigure all vanity cabinets to have only (3) drawers All mirrors to be splash to ceiling at all baths Eliminate curb wall at guard rail Master Bath Vanity to have 4" toe kick Remove all soffits in Kitchen and Baths Exterior Remove, replace pot shelf at Deck 1 with 9-1/2" plaster wall with inverted V cap Add decorative "Nesco" scupper over galvanized scupper Remove all decorative recesses, replace with new slate tile detail where applicable HOROWITZ STRUCTURAL ENCINESRS pi 10 39 M Murphy Coryon HSH'M Sui e A 100 • ion Diego C* 15123 -449 I |8£8) 563 4333 eax (8S8) 560 8642 T8 62 trers -iJttai To 0, ;'OC4 Keyf.tone Com Chinquapin Lots Total n satw of pages Wrm 3 03 333 Cnlc ar«' the respudfaas tor your i The substitution of a 5 S* « 9 % P^J for the 6x12 is okay at the retreat •>•> «'^' >* -» -H-X tv k * — u " *~ *** *K* h«nH«r an MSTA36 rn-r1, c'rsp tuih ^e1^ *'» <* used from thsa 'op of the neaaer to uw ore or, oa.;h s'd* " 2 Tr 9 suQvtitution ol s e V. c 9 Xs" B ?L «t th» beams in the corner window of bearoorn #2 \» «i«.o ukay prcifljSod tHe 5t»me ^d^g^s and straps are used per tie plan 3 See Attached details 1or trimmer and strap condition <*i the wirdo# fn F ti cc do let r*o»iv» «/' aaflW jui 18 T£CHNICA> BULLETIN STRONG-WALL SHEARWALL ANCHORAGE WITH SET EPOXY (*****•* FOR ACCURATE PUCfcWlENT OF ALL 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Si t ft> UH it corn 87/13/2084 11 87 858-560-8842 HOROWITZ TAYLOR KUSH PAGE 01 09/21/2004 17 24 09/16/206(1 08 03 858-560-8842 619-291-4815 HOROWITZ TAYLOR KUSH Kf-VSTONE COMMUNITIES PAGE 02 PAGE 03/03 3ot* V ^ >0 «l ¥ ! ! > * 09/21/2084 17 24 858-560-8842 09A6/2004 68 03 G19-?99-4B45 HOROWITZ TAYLOR KUSH xFYSTONE COMMUNITIES PAGE 03 PAGE 02/03 r r ARNET ENGINEERING,INC STRUCTURAL DESIGN AND CONSULTING 1577 North Main Street, Suite A, Orange, CA 92867 (714)379-3789 FAX (714)379-8024 May 15,2003 STRUCTURAL CALCULATIONS FOR 5" P/T FOUNDATION SLAB FOR SPECIALTY STEEL Chinquapin Lots Carlsbad, CA Keystone Communities By Arnet Engineering, Ine 1577 North Main Street, Suite A Orange, CA 92867 (714) 379-3789 T00fl 6t?8 ON Sfat?66Z6T9T <• 13315 AllbI33dS LI ST ARNET ENGINEERING,^ ' Chinquapin Lots Carlsbad, CA Keystone Communities POST-TENSIONING SLAB-ON-GRADE Criteria for 5" thick slab Concrete Fc=2,5QO psi minimum @ 28 days Stress @ 75% of f'c f'ci=1 875 psi Ec= 2 85 x 10^6 psi, fc = 0 45 f'c = 1,125 psi, ft = 6 x fe = 300 psi, v- 1 7 fc+P/A Post-Tensioning Hardware 1/2" dia 7 wire strands 270 ksi GUTS, ASTM 416, As= 0 153 in3 Pjack=80% GUTS = 0 8x270x0 153=33 05 Kips P Anchor=70% GUTS=0 7x270x0 153-28 9 Kips Perfective* 65% GUTS-0 65x270x0 153=26 85 Kips for low relaxation strand Es= 28 x 10A6 psi Notes to Post-Tensioned Slab-on-Grade Design The enclosed calculations show the capacity of the 5" PT Slab-on-Grade with exterior beams with a minimum overall depth of 18" (and deeper) Due to the very low expansive index of the soil, a California Slab Design has been used for this project California Slabs have been used widely in California for many years Limitations Arnet Engineering assumes no responsibility for future defects resulting from unreported conditions and poor maintenance of landscaping surrounding the building mitigating the general design, material design and/or soil design critenas Although there is no economical method of totally preventing movements due to expansive soils, current state-of-the-art-practice in Southern California area dictates Post-Tensioning Slab-on Grade designs in accordance with the PTl or the California slab' methods and as presented here as the method of minimizing the effects of expansive soils if present 1331S ARNET ENGINEERING,INC Moment Capacity of 5 Slab M=Stress x Sx , where Stress=(6 f'c+P/A) = 370 psi Sx={b x d*2) / 6 . (12x5A2) / 6 = 50 in3 SS M Flange = (0 37 x 50) / 12 = 1 54 ft-k I Since the Moment at slab intersection is also equal to (wLA2) / 2 where L=L eff Solve for Leff using maximum allow soil pressure of 1 ,000 psf Leff =((1 54x2)/1 0)A0 5 = 1 75 feet Equivalent footing strip = 1 75 ft + 1 ft = 2 75 feet Total allowable bearing capacity for exterior beam = 2 75 feet x 1 000 psf = 2 75 klf >» Load of 2 Story Budding Interior Footings '10" Mm r L eff 'i y 12" [ f\ / Leff ^ Chinquapin Lots Carlsbad, CA Keystone Communities 12"Leff y r L effective^ 1 75 feet Equivalent footing strip = 12/12 + 2x 1 75 feet - 4 50 feet Allowable load on interior footing/ foot = 4 50 Kips £00fl 6t?8 ON St78t766ZST9T «- 13315 AliyiD3dS LI £0a2/iT/2T ARNET ENGINEERING,!^ Maximum Concentrated Load without Pad Required Chinquapin Lots Carlsbad, CA Keystone Communities Load (DL+LL+EQ) K-Vaiue ~ 50 Ibs/m3 K-Value = 100 Ibs/in3 K-Value = 200 Ibs/m3 4" slab 2900 Ibs 3,000 Ibs 3,300 Ibs 4 5" slab 3600 Ibs 3,800 Ibs 4100 Ibs 5" slab 4400 Ibs 4,600 Ibs 4,900 Ibs Fb = 0316 (P/h2) log h3 • 4 log [((1 6a2)+h2)A0 5 -0 675h] - log k+6 Notes 1 4" square post assumed 2 If 5" square post is used add 200 Ibs to tabulated loads h Slab thickness a Area of load application K Soil modulus P Concentrated load Pad Footings w=18" Aeff =(1 5+2xLeff/4)A2 w=24' Aeff =(2+2xLeff/4)A2 w=30" Aeff =(2 5+2xLeff/4)A2 w=36 Aeff =(3H-2xLeff/4)A2 w=42« Aeff -{3 5xLeff/4)A2 w=48" Aeff =(4+2xLeff/4)A2 Anchor Bolts \X. >* i. ' P 1 ' 1 1 U L eff -T ^ Embed as per Supplier / Catalogs & UBC\X ,, X /• w I'M y ^. ^ ^i 10 £ I/ Mm ,/rx /• L eff Jx 3 Clr Left (1,500 psf) = 1 43 feet Left (2 000 psf) - 1 24 feet Leff (2,500 psf) = 111 feet t"80fl ON -Q31S iT ARNET ENGINEERING,INC Pad Sizes and Reinforcement ( mmimume) Chinquapin Lots Carlsbad, CA Keystone Communities Size 18" sqx12"deep 24" sq x12"deep 30" sq x12"deep 36" sqx12 deep 42" sqx12"deep 48" sqx12"d©ep Remf N/A 2#4 Bot E W 2#4 Bot E W 3#4 Bot E W 4#4 Bot E W 4#4 Bot E W Concentrated Load at 1500 psf 74 k 11 1 k 155 k 207 k 266 k 333 k 2000 psf 90 k 137 k 195 k 262 k 339 k 427 k 2500 psf 105 k 163 k 233 k 31 6 k 41 1 k 51 8 k Notes 1 Use 18° sq x 12" deep foundation pads for loads in the range between "No Pads required" Table and above values 2 10" deep foundation pads are acceptable alternate if anchor bolt embedment is per supplier and code and 3" clearance is maintained to subsoil 3 Concentrated allowable loads shown above may be exceeded if the pads are combined with an interior or exterior beam Max Line Loads on Slab on-Qrade without Footing Load (DL+LL+EQ) K-Value=50 Ibs/m3 K-Value=100 Ibs/m3 K-Value=200 Ibs/in3 4" Slab 550 Ibs/ft 700 Ibs/ft 800 Ibs/ft 45 Slab 650 Ibs/ft 800 Ibs/ft 950 Ibs/ft 5 Slab 750 Ibs/ft 900 Ibs/ft 1,100 Ibs/ft Note 1 Allowable Stress = 150 psi M max = Pxbeta/4, Beta = (4xEcxl/Kxb)A0 25 EC Modulus of Elasticity of concrete I Moment of Inertia K Soil Modulus b Width relative stiffness length [in] S00fl ON -B31S ARNET ENGINEERING,1NC Section properties of Grade Beams Chinquapin Lots Carlsbad, CA Keystone Communities /• / A X Y // \\N 14 4 3"9 6t k > J r 6t Yi i I 1 I i m^mm yfMI 18" overall deep beam Stab Stem Bot Sum A 150 162 12 324 Y 15 5 9 2 AY 2,325 1,458 24 3,807 AY2 36,037 13,122 48 49 207 lo 312 5 4,374 16 4 702 Yt= 625" lcg= 3125+150x3 75A2+4 374+162x2 75A2+16+12x9 Yb= 3 807/324 = 11 75" 2,422 + 5 599 + 1,157 = 9,178 m4 3 9"6t SS 20" ill n 7^6t_J/ "VI 24" overall deep beam Slab Stem Bot Sum A 150 216 12 378 Y 21 5 12 2 AY 3225 2,592 24 5,841 AY2 69,337 31,104 48 100,489 lo 312 5 10,368 16 10 696 Yt=8 55" Icg=312'5+150x6 05A2+10,368+3 45A2x216+16+13 45A2x12= Yb~ 5,841/378-1545" = 20 928 m4 3* 9 6t / 26"^ 30" overall deep beam Slab Stem Bot Sum A 150 270 12 432 Y 27 5 15 2 AY '4,125 4,050 24 8,199 AY2 113,437 60,750 48 174,235 lo 312 5 20,250 16 20,578 Yt=ir Yb=8,199/432 = 19" lcg=39,189 m4 900fl 6178 ON 1331S 2T ARNETENGINEERING,1NC Chinquapin Lots Carlsbad, CA Keystone Communities Moment Capacities for Exterior 18" overall deep beam P/A in beam 26 8 kips/324 = 0 0827 ksi f Tensile Capacity 6(2,500)A0 5 = 0 3 ksi ! I Sum 0 383 ksi j ! Moment (negative)= Stress x Moment of Inertia = 0 383x9,178/6 25 * 56242 k-inch Yt = 46 87 ft-k > M neg Design = 36 94 ft-kips Moment (positive) = Stress^ Moment of Inertia = 0 383x9 178/11 75 = 29916 k-inch Yb = 24 93 ft-k >Mpos Design= 1656 ft-kips . Moment Capacities for Exterior 24" overall deep beam P/A in beam 26 8 kips/378 - 0 071 ksi > Tensile Capacity 6(2,500)A0 5 = 0 3 ksi ' Sum 0 383 ksi i Moment (negative)= Stress x Moment of Inertia = 0 371x20,928/8 55 = 908 1 k inch ' Yt = 75 67 ft-k > M neg Design = 58 86 ft-kips i Moment (positive) = Stress Moment ofJnertia = 0 371x20,928/15 45= 5025 k-mch ' Yb =41 88 ft=k > M pos Design = 33 73 ft kips i Moment Capacities for Exterior 30" overall deep beam P/A in beam 26 8 kips/432 - 0 062 ksi i( Tensile Capacity 6(2,500)A0 5 = 0 3 ksi Sum 0 362 ksi Moment (negative)^ Stress x Moment of Inertia - 0 362x39 189/11 = 1,289 7 k-mch Yt =10748 ft-k > M neg Design (by inspection) Moment (positive) = Stress Moment of Inertia = 0 362x39,189/19= 74665 k-mch Yb = 62 22 ft-k > M pos Design (by inspection) ON 1331S AllblDBdS LI ARNET ENGINEERING,!!^ Chinquapin Lots Carlsbad, CA Keystone Communities Allowable span without support for 18" deep beam Use a maximum load of 1,500 Ibs/ft Tensile Stress at Top ( negative moment) M (neg ) = wLA2/12 = (1 5 x LA2)/12 = 0 125xLA2 Use conservatively a reduced allowable tensile stress at top of slab of 3xfcA0 5 = 150 psi ft = M/lxYt (PexexYt)/! - P/A ft = 0 125LA2x12X6 25/9,178 - 268x375x625/9,178 - 0 083 = 0150 0 00102LA2 - 0 0684 0 083 = 0 150 L max s 17 19 feet M neg Design = 0 125x17 19*2 = 36 94 ft-taps Tensile Stress at Bottom (Positive moment) M (pos ) = wl_A2/24 = (1 5xLA2)/24 = 0 0625xLA2 Use an allowable tensile stress of 6x(f c)^ 5 = 300 psi for bottom fibers fb = M/lxYb + (PexexYb)l P/A fb = 00625LA2x12x11 75/9,178 + 268x375x1175/9,178 - 0 083 = 0 30 0 00096LA2 + 0 12866 0 083 = 0 30 1 max = 16 28 feet M pos Design - 0 0625x16 28A2 = 16 56 ft-kips Bottom tension controls span Use 1628 feet for deflection check Deflection check Delta = wlA4/384EI = 1500x16 28A4x12A4 = 0 22" < L/360 - 0 54" ok 384x2,850,000x9,178 SWJI76626T9I «- 1331S AlldlDBdS ARNETENGINEERING,INC Chinquapin Lots Carlsbad, CA Keystone Communities Allowable span without support for 24" deep beam Use a maximum load of 1 500 Ibs/ft Tensile Stress at Top ( negative moment) M (neg ) = wLA2/12 = {1 5 x L*2)/12 = 0 125xLA2 Use conservatively a reduced allowable tensile stress of 3x{fc)A0 5 ~ 150 psi ft = M/lxYt (PexexYt)/! ft = 0 125LA2x12 x 855 / 20,928 - 268x605x855/20,928 0071 =0 150 0 00061LA2 - 0 06624 0 071 = 0 150 L max = 21 70 feet M neg Design = 0 125x21 7A2 = 58 86 ft-kips Tensile Stress at Bottom (Positive moment) M (pos} « wLA2/24 a (1 5xL* 2)/24 * 0 0625 x LA2 Use an allowable tensile stress of 6x(fc)A0 5 = 300 psi for bottom fibers fb = M/lxYb + (PexexYb)l fb = 00625LA2x12x1545/20928 + 268x375x1545/20,928 0071 =030 0 00055LA2 + 0 0742 - 0 071 = 0 30 L max = 23 23 feet M pos Design = 0 0625x23 23*2 = 33 73 ft kips Top tension controls Use L = 21 7 feet for deflection check Deflection, check Delta = WIE4/384EI = 1500x21 701/4x121*4 =03" < L/360 = 0 72" ok 384x2 850,000X20,928 LI ARNET ENGINEERINGJNC Chinquapin Lots Carlsbad, CA Keystone Communities Maximum allowable uplift loads on 5" SOG based on the two-way bending capacity of the slab Wdaad N^ 1 [ ' Vf > L P uplift ^ 1, I 1 1 1 V L Assume /af hinO£ <KT V vertical reaction support — zero Sb - St = 12 x 5A2 / 6 - 50 mA3 / ft I = 125 mM / ft M (max) = ( 6 fc *(1/2) + P/A ) Sb = M (max) = ( 0 3 ksi + 0 05) x 50/12 * 1 46 tt-kipa / ft w = 0 0625 ksf ( weight of slab ) P = w x (2L)A2 (0 5P/2L x (2L)/4 - 0 5w(2L)A2/8 « 1 46 tt-kips /ft 0 125P 05x0 0625x0 5LA2 = 1 46 003125LA2 - 001563LA2 « 1 46 L = 9 67 ft P (uplift) = 0 0625 X (2x9 67)A2 = 23 37 kips > 15 31 kips (HD15) ok Deflection = (0 5P/2Lx(2L)A3/48EI) - 2 5w(2L)M/384EI = 0 33 in Deflection = 0 33 in < 2L/360 *= 0 64 in ok Hence, the slab is adequate for all interior holdowns 0T00 ON Sf8t7G626T9T <- 1331S AllUID3dS AT 2T ARNET ENGINEERING,INC Maximum uplift load on edge footingjjased on footing bending capacity Chinquapin Lots Carlsbad, CA Keystone Communities Wdead P uplift 1 1^1 Assume vertical reaction at hinge support = zero Sb = 9,1787 1175 St = 9,1787 625 781 1 mA3 1,4685 mA3 -M (max) = (6f'cA(l72) + P/A ) St M (max) = (03 + 00827) 1,468 = 562 k-mch = 46 8 ft-k Top fiber +M (max) K (0 3827) x 781 1 = 299 k-mch = 24 9 ft-k Bottom fiber W (Beam Weight +supenmposed Dead Load) = 324 x 0 15/144 +0 30 =0 64 kips/ft P = W x 2L P(2L) / 4 - W(2L)A278 = -M (max) = 46 8 tt-k L = ( 2xM max/W)A(1/2) = 121 feet P (uplift) = Wx2L = 15 5 kips > 15 3 kips ( HD15) ok Deflection = (P(2L)A3/48EI) - (5W(2L)M/384Ef) - 01 in 2L/360 = 081 in ok 10 TTBfl &PQ ARNET ENGINEERING,INC Check Minimum Residual Compression in Slab for Different^lab Length Use Subgrade Coefficient of 1 0 for sand and maintain 50 pei Max spacing = Effective Presstress ____„ 50 psi x Aslab+(Wslab x Ls / 2x1 0) Chinquapin Lots Carlsbad, CA Keystone Communities 5 slab Fe 50x5x12+(5/12x150x0 50Ls) = Fe 3000 + 31 25 Ls To maintain 5 foot spacing compressible stress for different length P/A = Fe - 5/12x150x5x0 50Ls P/A = 26,800 - 15625LS SOxspacmg P/A = 26800 - 156251s 300 Slab Length 20 feet 40 feet 60 feet 80 feet 100 feet 120 feet 140 feet Max Spacing Based on 50 psi Compression 74 feet 63 feet 55 feet 4 8 feet 4 4 feet 40 feet 3 6 feet Min Residual Stress Based on 5 foot Spacing 78 9 psi 68 5 psi 58 1 psi 47 7 psi 372 psi 26 8 psi 164 psi Typically, provide 1/2" dia tendon spacing of approximately 5 feet 11 ZIBfl ON * THIS AllblDBdS iT Zl r\ ARNET ENGINEERING,1NC Check Anchor bearing Stresses 155 f 3 5 Critena h— "CE^ Chinquapin Lots Carlsbad, CA Keystone Communities 1 ) Anchor Plate Size is 5"x2 25" centered 3 5 from top of slab 2} Concrete strength at time of stressing 2,000 psi 3) Concrete fc @ 28 days = 2,500 psi PerACI318 Allowable stress at transfer fcp=0 8xfci(Ab'/Ab-0 2)A0 5 <1 25 f'ci Smaller to be used Allowa!fcp= 06fc (A'b/Ab)^ 5 < 1 0 fc A'b=>5ux7 75"= 3875 m2 Ab=225x5" - (D75/2)A2pie = 1081 m2 At stressing fcp =* 0 8x2000((38 75/10 81)-0 2)*2 = 2 943 psi 1 25f ci=2 500 psi Actual bearing stress at transfer - 0 7x270x0 153/10 81 = 2,675 psi > 2,500 psi The allowable bearing stresses at time of stressing are slightly exceeded (7%) The theoretical concrete strength would be 2,140 psi For practicality it is common to use 2 000 psi Service fcp = 06x2,500 (3875/1081)^2 = 2,839 > 2,500 psi Actual at service = 06x270x0 153/1081 = 2,293 psi Hence, there are no back up bars required i t 12 £T0fl &PQ ON St78t?662&T9T 4-AT Geotechnical • Geologic • Environmental 5741 Palmer Way • Carlsbad California 92008 • (760)438-3155 • FAX (760) 931-0915 February 2, 2004 WO 2304-A-SC Keystone Communities 5333 Mission Center Road, Suite 360 San Diego, California 92108-1351 Attention Mr Don Williamson Subject Second Clarification of Earthwork Recommendations, Lots 3 and 4, Palisades Map No 1747, Chinquapin Avenue, Carlsbad, California Dear Mr Williamson In accordance with your request, GeoSoils, Inc (GSI) has reviewed the revised plot plan and GSI (2003a) with respect to the currently proposed site development The scope of services has included a review of the referenced reports (see the Appendix) and preparation of this letter report Unless specifically superceded in the text of this report, the conclusions and recommendations presented in the referenced reports prepared by this office (see the Appendix) remain valid and applicable Remedial recommendations presented in GSI (2003b) indicated that removals should consist of existing colluvium and weathered terrace deposits to a depth of 3 feet It was also recommended that these removals should be completed for a minimum lateral distance of 5 feet outside the building footprint These recommendations were relatively conservative, and were later revised in GSI (2003a) to include surficial soils within 2 Vafeet of existing grade, to a minimum lateral distance of 3 feet outside the building footprint (with subsequent scarification and recompaction, yielding a zone within a 1 1 [horizontal vertical] projection that was suitable for support) The revised removal recommendations were based on the following A review of test pit information presented in GSI (2003b) indicates that soils suitable for the support of compacted fill and/or settlement sensitive improvements occur at depths of the order of 11/2 to 21/2 feet below existing grades Based on this information, removals would minimally need to be performed to these depths For shallow, lightly loaded foundation systems, supported on compacted fill, the minimum fill layer thickness should provide at least 1 foot of fill beneath the bottom of the footing For an 18-inch deep footing, the minimum fill layer thickness would be 21/2 feet • In order to provide for adequate lateral support, removals should be minimally completed below a 1 1 (horizontal vertical) projection down and away from the outside bottom edge of the exterior footing Based on at least 1 foot of fill below the footing, and finish pad grades very near existing grade, lateral removals may be completed as close as about 1 foot outside the building footprint The 3-foot distance presented in GSI (2003a) is, therefore, also conservative, but was recommended primarily to allow for slight changes in the location of the building, which can occur If the building footprint can be precisely located by survey, the lateral distance of removal outside the building footprint may be reduced to about 1 foot As requested, Figures 1 and 2 in GSI (2003a) have been revised and are included herein as Figures 1 through 3 Limitations The conclusions and recommendations presented herein are professional opinions These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied Standards of practice are subject to change with time GSI assumes no responsibility or liability for work, testing, or recommendations performed or provided by others The opportunity to be of service is greatly appreciated If you have any questions, please do not hesitate to contact any of the undersigned Respectfully submitted, **, GeoSoils, Inc ^Reviewed by ,! !,0 £---, ,- 7\, RobertG Cnsman v'1^- Engmeermg Geologist, CETG-1934^ RGC/DWS/JPF/jk Distribution (4) Addressee Attachments References Figure 1 - Cross Section Location Map Figure 2 - Cross Sections A-A' and B-B' Figure 3 - Schematic detail at Edge of Perimeter Footing David W Skelly Civil Engineer, RCE~47857 Keystone Communities Chinquapin Avenue Carlsbad File e \wp7\2300\2304a sco W O 2304 A SC February 2 2004 Page 2 REFERENCES California Coastal Commission, 2002, Letter document Coastal Development Permit Application No 6-02-29, dated March 6 Alta Consultants, 2001, Plot plan for Lots 3 & 4 of Palisades map no 1747, no job no , dated December 14 GeoSoils, Inc, 2003a, Memorandum Clarification of earthwork recommendations, Lots 3 and 4, Palisades map no 1747, Chinquapin Avenue, Carlsbad, California, W O 2304-A-SC, dated October 20 , 2003b, Preliminary geotechnical evaluation, Lots 3 and 4, Palisades map no 1747, Chinquapin Avenue, Carlsbad, San Diego County, California, W O 2304-A-SC, dated June 9 ,2002, Revised geotechnical update report, response to Coastal Commission review letter dated March 6, 2002, Coastal Development Permit Application No 6-02-29, Chinquapin Avenue, Carlsbad, San Diego County, California, W O 2304-A-SC, dated March 14 ,1997, Engineering geologic conditions, Lots 3 through 8, Palisades, map no 1747 and Parcel 1, APN 206-070-0400, Chinquapin Avenue, City of Carlsbad, California, W O 2304-A-SC, dated October 2 TING WALL RETAINING WALL DWG C-1 12' EX&T SDGE McKINLEY GRA TCLB/TGLB-6 0 50% GRA I PA, SERVICE DWG. 369-4 LEGEND B L- B' J Approximate location of cross section RIVERSIDE CO ORANGE CO SAN DIEGO CO CROSS SECTION LOCATION MAPFigure 1 Existing Grade Building 3 A' Edge of\ Building X Elevation (in feet) Elevation (in feet) Existing Grade B Building 4 Elevation (in feet) -Edge of Building B' Edge of\ Building X Elevation (m feet) LEGEND FG = Finish grade elevation in feet (MSL) X = 12 inches (minimum) D = 21/2 (30 inches) removal depth See Figure 3 for a detail at the exterior footing RIVERSIDE CO ORANGE CO SAN DIEGO CO CROSS SECTIONS A-A" AND B-B' Figure 2 WO 2304-A-SC DATE 2/04 SCALED10 Edge of building 12 minimum (X) 2W foot compacted fill cap D=2' 18 footing t 12I Native Soil Native Soil Complete removal below a 11 projection from the outside bottom edge of the footing to suitable material RIVERSIDE CO ORANGE CO SAN DIEGO CO DETAIL AT EXTERIOR FOOTING Figure 3 W O 2304-A-SC DATE 2/04 SCALE 1 =1 Geote 5741 Palmer Way Carlsbad California 92008 December 1, 2003 7 mmental 931 0915 WO 2304 A SC Keystone Communities 5333 Mission Center Road Suite 360 San Diego California 92108 1351 Attention Mr Don Williamson Subject Results of Soil Corrosion Testing Lots 3 and 4, Palisades Map No 1747 Chinquapin Avenue, Carlsbad, San Diego County, California Reference Preliminary Geotechnical Evaluation Lots 3 and 4, Palisades Map No 1747 Chinquapin Avenue Carlsbad San Diego County California W O 2304 A SD, dated June 9 2003 by GeoSoils, Inc Dear Mr Williamson GeoSoils Inc (GSI) has conducted sampling of representative site soils corrosion testing as previously discussed in our referenced report Laboratory test results, completed by M J Schiff & Associates Inc (consulting corrosion engineers) are provided in the attachment to this letter Unless specifically superceded herein the conclusions and recommendations contained in the referenced report remain pertinent and applicable and should be appropriately implemented during design and construction SUMMARY A typical sample of the site material was analyzed for corrosion/acidity potential The testing included determination of soluble sulfates pH and saturated resistivity Results indicate that site soils are neutral (pH=7 3) with respect to acidity and are moderately corrosive to ferrous metals Moderately corrosive soils are considered to be in the range between 2 000 to 10 000 ohms-cm Based upon the soluble sulfate results of 0 0036 percent by weight in soil the site soils have a negligible corrosion potential to concrete (UBC range for negligible sulfate exposure is 0 00 to 0 10 percentage by weight soluble [SO4] in soil) Alternative methods and additional comments may be obtained from a qualified corrosion engineer We appreciate the opportunity to be of further service If you should have any questions please do not hesitate to call our office Respectfully submitted GeoSoils, Inc Reviewed by RobertG Cnsman Engineering Geologist CEG 1934 '&/ fevid W" Skelly" Civil Engineer RCE 47857 RB/JPF/DWS/jk Attachments Distribution Soil Corro, (4) AddresSgeV Keystone Communities Chinquapin Avenue Carlsbad File e \wp9\2300\2304a ros WO 2304 A SC December 1 2003 Page 2 M J Schiff & Associates, Inc Consulting Corrosion Engineers Since 1959 431 W Baseline Road Claremont CA 91711 Phone (909) 626-0967 Fax (909)6263316 E mail lab@mjschiff com website mjschiffcom Table 1 - Laboratory Tests on Soil Samples Sample ID FG Resistivity as received saturated PH Electrical Conductivity Units ohm cm ohm cm mS/cm 26000 4400 73 008 Chemical Analyses Cations calcium magnesium sodium Anions carbonate bicarbonate chloride sulfate Other Tests ammonium nitrate sulfide Redox Ca2+ Mg2+ NaR C03 2 HCO3' Cl1 S04 2 NH4'* N03' S2 BUM mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg qual mv Wmsssas^^H 4 7 49 ND 98 20 36 na na na na dMttJMSafflMIBIUtiltHHifliH^ Electrical conductivity in milhsiemens/cm and chemical analysis were made on a 1 5 soil to water extract mg/kg = milligrams per kilogram (parts per million) of dry soil Redox = oxidation reduction potential in millivolts ND = not detected na = not analyzed Page 1 of 1 Figure 1 -ff ' Geotechnical • Geologic • Environmental 5741 Palmer Way Carlsbad California 92008 (760)4383155 FAX(760)931 0915 MEMORANDUM DATE October 20,2003 W O 2304-A-SC TO Keystone Communities, Attn Mr Don Williamson FROM Robert Cnsman, CEG 1934, Engineering Geologist SUBJECT Clarification of Earthwork Recommendations, Lots 3 and 4, Palisades Map No 1747, Chinquapin Avenue, Carlsbad, California Unless specifically superceded in the text of this memorandum the conclusions and recommendations presented in our preliminary report dated June 9 2003 remain valid and applicable Based on our review of our preliminary report and in response to plan check comments the following comments are provided Removals of unsuitable near surface soils shall consist of existing colluvium and near surface weathered terrace deposits to a depth of 2 Ya feet below the existing ground surface Removals should be completed for a minimum lateral distance of 3 feet outside the building footprint Based on our review of the site plans the construction of graded slopes is not anticipated The existing slope located west of the subject lots is located outside the limits of grading Based on the recommended remedial earthwork the approximate location of the building footprint and the relative location of the top of slope remedial earthwork should occur no closer than 9 feet from the top of slope A site map and cross sections showing the relative location of remedial earthwork areas top of slope and building footprint are shown on the attached drawings (Figures 1 and 2) Should you have any questions regarding this letter please contact this office I EX 4"SEWER "~TAf~~PER DWG 369-6 DATE WO NO £-30** Geotechnical • Geologic • Environmental f\ft' _F&-*61 I~~~n L _ 8 $0 - v ;ri 0 ft- fo- \ c' DATE '0/03 WO NO Geotechnical • Geologic • Environmental Z- November 25 2003 City of Carlsbad BUILDING CHECK LIST Answer to the Site Plan Comments Section No 1 Item C - Existing Street Improvement (Dwg No 369 6) is shown in the Plot Plan Item E - Covenant of Easement is part of this submittal Item G - Driveway width are shown in the Plot Plan Section No 2 Item A- Drainage Patterns 1 Pad surface drainage (swale) indicated in the legend (Swale 1% mm) 2 The note to be added that makes the swale 5 from the building becomes a common swale between Lot 3 & Lot 4 Lot 4 has a side yard of 5 It will change the drainage pattern of the 2 lots HYDROLOGY & HYDRAULICS CALCULATIONS FOR LOT Nos. 3 & 4 CHINQUAPIN AVENUE CARLSBAD, CA May, 2003 ALTA CONSULTANTS PLANNING ENGINEERING SURVEYING 4901MorenaBlvd Suite 409 San Diego CA 92117 Tel 858-581 6101 FAX (858) 581 6138 f? VICINITY MAP CITY OF OCEANS1DE HIGHWAY,?*? PROJECT SITE NOT TO SCALE CITY OF VISTA CITY OF SAN MARCOS PACIFIC OCEAN CITY OF ENCiNITAS RUNOFF CALCULATION Project Name CHINQUAPIN AVENUE (Lot 3 & Lot 4) Job No 112 15 Soil Classification D Frequency = 100 Yr Storm HYDROLOGY Lot No 3 Node 1 to Node 2 Date May 16 2003 Area In Acres Precipitation Slope of Swale Travel Distance Time of Concentration Intensity Runoff Coeficient Designed Runoff A = P6 = S = L = Tc = l = C = Q = 010 25 30% 166 884 456 055 025 Ac FT Minutes Ins /Hr CFS i I (See Figure 3 5) HYDRAULICS Node 2 to Node 4 Pipe Diameter Manning s Coeficient Slope Depth of Water Velocity Velocity Head d = n = So = D = V = hv = 05 0013 1 0% 025 286 013 Ft Ft Ft/Sec Ft ,' I HYDROLOGY Lot No 4 Node 3 to Node 4 Area In Acres Precipitation Slope of Swale Travel Distance Time of Concentration Intensity Runoff Coeficient Runoff Total Designed Runoff A = P6 = S = L = Tc = l = C = q = Q = 005 25 30% 138 806 484 055 013 038 Ac FT Minutes Ins /Hr CFS CFS ( (See Figure 3 5) i f HYDF Node 4 to Node 5 Pipe Diameter Manning s Coeficient Slope Depth of Water Velocity Velocity Head I d = n = So = D = V = hv = 05 0013 02427 015 11 09 1 91 Ft Ft Ft/Sec Ft i i i i I CAPACITY OF CATCH BASIN GRADE (See Plate 2 6-0658) Formula Penmente (P) 4 Q/P = 3 x HA1 5 Head (H) = 04 Q= 304 Ft Ft CFS > 0 25'CFS O) CX<. o 2.ta >—4 coo; •—i Ioi>- H-•—> to•zc. LU h-s: o-o i— c:C ____ O r-0 T3 XJC >> <1)cr >>»—vo cu •*-> ot- c c<U <+- n r-c o•«— TD Cj> toE <u ex WO OJS- VO rarO O«/) O r-CL> CX05* C-<U .O .CU •c ^"™ t-- J _J_ ' r— -M CX ra «/» CU i oo i- O co o CUJ- 5 r- C «0cxn «J<u O GJ Cl cr> Lt-CM I— 2Z Q «J-*4- _0CDr- «O C"S.4J 4-» ; «— ci C.-M CJ "5 CX -r- t- 4J> ^: t- -M OJ O)•or-01X->CT*r—s~Q)C.Oc:O JC4-1od)03i.Oex r- OJcx rj O i, CJ JC CX-»-> CO m c: r- JC <J t—-o s_oi-uJ_•o>,"S•- >>c <a 0 r- JC CU -l-> J3 01 c: 0 O r^ O CJ <4-» •*-> -4J o r3 o T- cu O- O 0*0. I— 4-> oo m l£>| CM •CX CX Oc. OJ crS cu i- i-o u_ u_-o o -*-> T- O 4-* QJ CM CX cao CXex cu tl u: Ou u10 CX* 1 •o I ZJ <c c.oencua:s.CJc/JCUoa>3rao CX CX oz: * u uo 4J »-t CM CO 6-Hour Precipitation (inches) Q •-Z iUJ <CX > ~/^f^/~/-/^-/ / -/=-—/= •—- - ~ c6 2:O o£c> »-« UJ 2 »-« < O CO •z. u. _j < O O W c£ f- K-tu 2 z O UJ O >-£°J- ci o2: < or> ex. oo uj _j O Q U. f Ii—i r 1 1 ] 1 I c:u ^6u •a" O f „ = c *^ Ja < < z u > 3 = ^ o 3 a ^K« c. Z <- - 1 „ < 4.a. f=- a o LA-3- o ro LTV CM Q -u —v> o <-> . T I- u uu RUNOFF COEFFICIENTS (RATIONAL METHOD) DEVELOPED AREAS (URBAN) Coefficient. C Soil Group '" Land Use A B C D Residential Single Family 40 45 50 55 Multi Units 45 50 60 70 Mobile Homes 45 50 55 65 [ Rural (lots greater than 1/2 acre) 30 35 40 45 Commercial |2) 80% Impervious 70 75 80 85 i Industrial I2) 90% Impervious 80 85 90 95 1 NOTES ' '" Soil Group maps are available at the offices of the Department of Public Works 121 Where actual conditions deviate significantly from the tabulated imperviousness values of 80% or 90% the values given for coefficient C may be revised by multiplying 80% or 90% by the ratio of actual imperviousness to the tabulated imperviousness However in no case shall the final coefficient be less than 0 50 For example Consider commercial property on D soil group ' •L, Actual imperviousness = 50%i Tabulated imperviousness = 80% Revised C = 50x085 = 053 80 APPENDIX IX Updated 4/93 810 10 2 1988 HIGHWAY DESIGN MANUAL Figure 816 6A Overland Time of Concentration Curves 1000 CO LU h- z; S z _T LU cr LL O LU2 H Q orLU 18(1 1-C)(L) [S(100)]1/3 1/2 Where C = Runoff ^efficient L = Overlan'd Travel Distance in feet S = Slope in ft /ft in :s - 800 - 7OO - £OO \ •SOO \ £QLl/?r/OA/ rc- (4g fc 7//7?e of Leng/h of e/fechre s/oec/we (See type/idfr X 8) L -200£ JO — .300 3~ \ \ 2- \ \ \ ' \- NOTE •40 • 30 • 2O ii ADD TEN MINUTES TO '! h COMPUTED TIME OF CON- H ^CENTRATION jl — /O — 5 — 3000 \^ \ \ 200O \ • /OOO 9OO • 800 • 700 • £00 -5OO — 400 300 200 240 /BO /OO •30 •80 70 ~£0 — 30 -20 • /£ — /2 3 B 7 • G -S ±-3 SAN DIEGO COUNTY DEPARTMENT OF SPECIAL DISTRICT SERVICES DESIGN MANUAL NOMOGRAPH FOR DETERMINATION OF TIME OF CONCENTRATION (Tc) FOR NATURAL WATERSHEDS DATE APP^MDIY v 1 Tw 0 e 4 t 0 1 n a 2c f n rri ; : : r C H f UJE UJ " P u- 1 Z r ? ^ Q r <- UJ . i r v - -- r : : HEA : HEAI : HEAI : SEC ; j : ~D!SC> 1 1 1 I * i n x )S U IS A )S B rOR AR01 i Mi nhtiiiii 1 hill 1' MM 1 r*"' '"••' ai"*Micva - •]U rr1 «•*".*• i ^ 10 8 r « b P 2 (a -f b) 2 A 6 QW T|Vr /j P 3 i O ^ £TV a c J. PE IP Til I X /P 0 'E EE PE R ii.i IM X 0 11 3 i i, ^ 6* IRA.TI FO-U i 01 .In H n X OH! CUR CUR ai ON OF ml Illl (a S fc VE VE 13 P III! i ) X (Q It TR 1 nil ii' ) > A N M JIU '1 X - ;F \f s p at l[ ^ PI 'I 31 E r U i' 1 1 1 5 = : — r : ~. - : - * ^X .IES [|FS TION rIN!TE ER(Q/F 1 ill Nil ,X S ..i.Ll 1 II >X DIS Mil il 1 x" ;H, H ' RG 111 X / / E il'i Illl S f I f PEF III! I HI / !/ Qf, F im liu (4 i ii 1 i 1 i ' I 1 i 1 OC n -) 11 5, T i|'l / - 3 0 Ui nr 7 ~ I r i [ / / / / / -- — H> AREA.i III, Vt' / f ~ — £= -. E - "^ - = — — ^£ : " — _ - * - ~ ~ ~~ ^~ - ^ . f £ a/A}~liu 5 4 3678910 B • 7 0 • IO INLET CAPACITY OF GRATE AT SAG Plate 2 6-0658 i ii r-\/A on I CHINQUAPIN AVENUE, LOTS 3 & HYDROLOGY MAP 4 FREQUENCY - 50 YEAR STORM SCALE 1" = 20" LEGEND: WATERSHED BOUNDARY WATERSHED AREA DESIGNATION WATERSHED AREA IN ACRES CATCH BASIN DRAINAGE PIPE DESIGNED RUNOFF_ NODE NUMBER SWALE & FLOW DIRECTION- TEB-23-2004 MON 08 38 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 05 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City the applicant and the appropriate school distndte and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name /-J iv^Q UcJ\>\t3 Building Permit Plan Check Number Project Address APN Project Applicant (Owner Name) Project Descnption Building Type Residential 151- ~ Ifa O.JV—' Number of New Dwelling Units Square Feetpf Lrying Area in New Dwelling 2 *? Z Second Dwelling Unit Square Feet of Living Area in SOU Residential Additions Net Square Feet New Area Commercial/lndustnal Square Feet Floor Area City Certification of Applicant Information bad Unified School District 6225 El Cammo Real Carlsbad CA 92009 (331 5000) 101 South Rancho Santa Ft Rd Encuutas CA 92024 (944-4300) CITY OF CARLSBAD San Marcos Unified School District 215 Mate Way San Marcos CA 92069 (736-2200) .San Dieguiti > Union High School District TlOEncinrtasBlvd, Bncimtas CA 9.2024 (753 6491) Certification of Applicant/Owners The person executing this declaration (Owner) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's Knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an Incresise In the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be Incorrect and that (2) the Owner is the owner/developer of/tfjfe above described projects) or ttvrt the person executing this declaration is authorized to sign <A) behalf of the Owner Signature 1635 Faraday Avenue • Carlsbad CA 92OO8 7 114 • (76O) 602 27OO RevlMd 4/2(1/00 Fti nlHinn rv»iinter • I7K(V> finp P71Q • PAV FEB-23-2004 MON 08 37 AM CITY OF CARSLBAD FAX NO 760 602 8558 P 03 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))**********#**»•********#****»»**************»************^ THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District certifies that the developer builder or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER IYLEN PREEMAM DEPUTY SUPERINTENDENT fARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL Revised 4/20/00 09 21 2004 City of Carlsbad 1635 Faraday Av Carlsbad CA 92008 Plan Check Revision Permit No PCR04153 Building Inspection Request Line (760) 602-2725 Job Address 152 CHINQUAPIN AV CBAD Permit Type PCR Parcel No Lot # Valuation $0 00 Construction Type Refereni e # CB032479 Project 1 itle CHINQUAPIN LOTS TRUSS REV 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 09/01/2004 SB 09/20/2004 09/21/2004 Applicant LANDFALL CONSTRUCTION INC #360 5333 MISSION CENTER RD SAN DIE GO CA 92108 619 299 4855 Owner Plan Check Revision Fee Additional Fees $6000 $000 Tolal Fees $60 00 Total Payments To Date $0 00 Balance Due $6000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or cj^g^a^ns-jiereafjer coitectiyelx., reft rred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If yoffpfoffis! them^ou 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 MafigUp 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 capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired 60 00 PERMIT APPLICATION CrTY OF CARLSBAD BUILDING DEPARTMENT 16 $5 Faraday Ave Carlsbad CA 92008 1 PROJECT INFORMATION .SO FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date /? Addr s ES\ r ss (mdude Bl 7-\ . ,. Bu KX\ \<*3dr.s Business Name (at this a Legal Descnptionu Lot No Subdivision Name/Number Unit No Phase NoPhasiok UsS Total # of units or's! parcel # ConS Existing Use _ = • _J Description of Work E'\^_VCXV\OT>v (J}SQ FT # of Stones # of Bedrooms # of Bathrooms 2 CONTACT PERSON (if different frornappliaint)PPC*\O ^ GAIL Nam< Address City 3 APPLICANT D Contractor D Agent for Corrtracto&*f v, J^Qwner* voo£\c LanA rjQT\cg.o\5.. Om^ s?a?\ V\v« Nam< 4 PROPERTY OWNER - Address City State/Zip Telephone # D Agent for Owner* fSE> State/Zip Fax* Telephone # Name e>^>-j> Address s^CONTRACTOR COMPANY NAME •3? (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure pnor to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) \-nr.A&\\.\ C^o<^\XiCJaoT^ S"Sys Kvssvoo £»v."E<Ji Sb CA 97.\Q^ (VSWVAfrSS Nami Address City State/Zip Telephone # State License # T 55 \^S J-> _ License Class VO _ City Business License #_ ArcLVx.Aec.Wr Designer Name State License # C Address City State/Zip Telephone # Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations D 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 bf I have and will maintain worker's 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 earner and policy number are Insur mce Company^Policy No Expiration Date . ' L S\ OA (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT 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 d h II bj t mpl y t rim I p alt d IT d fo S t on 3706 of the Labor Cod interest and ttom y*s • DATE p to h d d tho s dWARMING F I to u wo k rs mp t ao erag |_ I dollars($100 000) i aod^tion t th cyet ol&mpen&Son d%m% SIGNATURE, 7 OWNER BUlLDlrFDECLARATlON I hereby affirm that I am exempt from the Contractor's License Law for the following reason D I as owner of the property or my employees with wages as their sole compensation will d the work and the structure is not intended or offered for sale (Sec 7044 Busm ss 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 througih 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 Licen e 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 Licen e Law) D I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for construction of the proposed property improvement O YES D NO 2 I (have/have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / /ontractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE.DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation In <Partnersfiip with government for <&m[ding Safety DATE 09/14/04 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO PCR 04 152 (03-2478) SET I PROJECT ADDRESS 150 Chinquapin Avenue PROJECT NAME Revised Truss Calculations for Keystone Communities The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction s building codes 1 he 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 A] 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 Ray Fuller Enclosures Esgil Corporation D GA D MB D EJ D PC 09/07/04 tmsmtldot 9320 Chesapeake Drive Suite 208 + San Diego California 92123 + (858)560 1468 + Fax (858) 560 1576 Oarlsbad PCR 04-152 (03-2478) 09/14/04 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO PCR 04-152 (O3-2478) PREPARED BY Ray Fuller DATE O9/14/04 BUILDING ADDRESS ISO Chinquapin Avenue BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) CB Rlrln Pprmif FPP hv DrHin^nrP V Valuation Multiplier By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $6000 050 Type of Review _Ojtepetitive Fee Repeats D Complete Review D Other m Hourly 05 Structural Only Hour* Esgil Plan Review Fee $4800 Based on hourly rate Comments Sheet 1 of 1 macvalue doc 21 2 I/S 5 1/2 (1COPY 3 -5 1/2 S 5 I/o H- Jr r* t 22D Q) [3w -1 a^ GD H) B"•vi rov -> «IS 1— M C3 n 1 D (7^ 0 t~iK- fU 3>ft 0)" U ww DClW IT1noWco s 20 .iloa. == ^«3a3 «,«. 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