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Home My WebLink About2145 DICKINSON DR; ; CB032487; Permit09-09-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Retaining Wall Permit Permit No CB032487 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2145 DICKINSON DR CBAD RETAIN Lot# $2 268 00 Construction Type 0 NEW KELLY RANCH CORE-144 SF WALL OPEN SPACE-S D REGIONAL STD-C-4,C-7,C-8 Status Applied Entered By Plan Approved Issued Plan Check* ISSUED 09/09/2003 RMA 09/09/2003 09/09/2003 Inspect Area Applicant THE JASPER COMPANIES 2970 GRACE LN COSTA MESA, CA 92626 714-546-5730 Owner QQQ2 01 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $4579 $000 $2976 $000 $1 00 $000 $000 $000 $000 $7655 CGP 76.55 Total Fees $7655 Total Payments To Date $000 Balance Due $7655 Inspector FINAL APR Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as "fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635Faraday Ave , Carlsbad, CA 920 Plan Ck Deposit Validated By_Z Date Address (mclhd^Bldg/Suite #) FOR OFFICE USE O&JLY PLAN CHECK NO•^5£7V Assessor s Parcel #Existing Use Proposed Use Description of Work SQ FT #of Stones # of Bedrooms # of Bathrooms ,,2 ^ CPNTACTQ»ERSON (if different from applicant): iC-1/.,<( -73,6- y?/ Name ';3 , Address City (3 Contractor•- -EjSiintlor ContractofJi^QjOwne''^- ''El.'.'Agent. fpTJOwner, ... • State/Zip Telephone i ...,, ,,^ , Fax 'Address City State/Zip Telephone # Name Address City State/Zip Telephone tt [5 CONTRACTOR.. OOMPANftNAME : ... .... '. - " "''.Ik ..... ::;- ' ,v ":3L .."!$ (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section >931 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) (Name ' ' Address State License # O=*'£f 7<£>7 License Class C'_3-j Ci^£. °i 0 f t.i Cr\ .. ^Ki^yi 2> Designer Name ^ ' Address State License # ) cal A_S/ City State/Zip Telephone # If City Business License # / 5- 6 •£? 0 0 ~) City State/Zip Telephone e WORKERS COMPENSATION!:: i;;^ . " ""\, ,;..r ,;:5U;:. ..i^j? • 'Kit. "'& **- .716" m. 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 ^Jl 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.pohcy number are Insurance Company ^/n^l.^4rf>n)( </T>kl 1(2 Hlf _ Policy No t/^C /O £ £~</ -^P Expiration Date / O " 0? <P (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) O CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit i, issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure wefffcers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred addition to tne cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees DATE 1? OWNER Bl/U- thousand CLATtATION. I hereby affirm that I/am exempt from the Contractor s License Law for the following reason |~| 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) 0 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) n I arn exempt under Section _ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES l~lNO 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 _ CPMPLETE THIS SECTION FOR /VOW-flES/O£W7Mi BUILDING PERMITS ONLY ;^ ..... iii ,_ 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? l~) YES l~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S ADDRESSLENDER S NAME 19-> APPLICANT CERtlFICATIONT "~ " ~~" . V ". ""T". ^ ., ;-. ^;;. ', ; J. ";" " '.. "'T, -'...I -""".: ."- " ' .-.- '., I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not conyhenced withip 160 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work^s^cpmrnancedQo^ajje^irjd of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE /Cv?'~~^rC-/_ DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 10/15/2003 Permit* CB032487 Title KELLY RANCH CORE-144 SF WALL Description OPEN SPACE-S D REGIONAL STD-C-4,C-7,C-8 Inspector Assignment JM 2145 DICKINSON DR Lot 0 Type RETAIN Sub Type Job Address Suite Location APPLICANT THE JASPER COMPANIES Owner Remarks Phone 7604452364 Inspector Total Time CD Description 69 Final Masonry Act Comment Requested By MARGARITO Entered By CHRISTINE Associated PCRs/CVs Inspection History Date Description Act Insp Comments 10/01/2003 66 Grout AP JM OK TO GROUT WALL DRAIN OK 09/25/2003 61 Footing AP JM PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CBJ2J1 ADDRESS DATE 9A/*3 RESIDENTIAL ADDITION MINOR (< $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAE CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER ^ DATE ^ DocsMisforms/Plannlng Engineering Approvals O) VNCRQTE BRO DITCH PER StiRSD ;#- &TYPE 8. (TYPICAL)\ •••; v\\' C s ^ layout line PLAN .--^-l 1/2 1 sloping backfill or // 250 psf live load surcharge aP H = 5 . , ^ ux. (A) bars — -^L Jt~ ^r^~# 4 total 2 =C1^ ' (?) bars-_^^ <t\l (?) bars^ Key^_ __ 2 i AJhri / 'L *] u / OtKiftXH n ^/ I <1 total 5--^^"^r o w Xra to c-J z £ cc CNI f^ -Jiuo J3 CO XTO — 43. tn -s "o ~r J3 CM -2 ^- ±£ | _ 4 H = 3 8' l ' i 1 3 ' clr -J H EL i - - ' » » » • » ta- • «-r- 10' -T P-'. — i f ' __— t-"4! I. ^\ / — Morta i4ti>vX# 4 total 2- ^ (AJ bars- - Key 1 \^.) ^ars \ 1 ^ W^\ I ^^~^ VN hr! • • L1 i- \VC/ViP/ 1 6 -#4£J clr N@ 12" 12 w X i CO • 7 z 1 111K 2" i— ' ^ TYPICAL SECTION 3' 8" max onnzonta! reinf not shown EVATION TYPICAL SECTION over 3 8" NOTES 1 See Standard Drawings C 7 and C 8 far additional notes and details 2 Fill all block cells with grout "• DIMENSIONS AND REINFORCING STEEL H (max) T (mm) W (mm) (AJ bars ®jars Surcharge (T) bars K (mm) Toe press 5 4 0 10 4 0' #4 @ 16' # 6 @ 16 sloping live load #6@8' #6@16' 10 0' 8 2700 psf 1900 psf •3 8 0' 8' 3' 0' # 4 @ 16 sloping #6@ 16' 1 0 1700 psf live load #6@ 16 0 8' 1430 psf - cCOMMENDED If THE SAN OIEOO REGIONAL STANDARDS COMMITTEE a&S6>&f£-/' £ic /175 Coordicnoi RCE I990) 0<ii DRAWING n ,. ! NUMBER L»-4 ^AN DIFfiO RPRiniMA! ^TANHARn nRAWSNfi MASONRY RETAINING WALL TYPE 4 (LIVE LOAD SURCHARGE OR SLOPING BACKFIl i ) Revision Title 777Z£- J By <& ^d ^ — — Approved -7Hj& a x/ Date 5/#A 7/^8 — I^^t. DESIGN CONDITIONS Walls are to be used for the leading conditions shown (or each type wall Design H shall nol be exceeded Footing key is requned excepl as shown otherwise or when found unnecessary by the Engineer Special looting design is required where loundaiion material is uncapable o/ supporting !oe pressure listed in ,.ble DESIGN DATA Reinforced Concrete Fc Fs 1200 psi 20 000 psi Fc n = 3000 psi = 10 Remforaeii Masonry F m =600 psi Fm = 200 psi Fs = 20 000 psi n = 50 Earth = 120 pel and Equivalent Fluid Pressure = 36 psf per foot of height Walls shown for I'/i ) unlimited sloping surcharge are designed in accordance with Ranklrne s formula for unlimited sloping surcharge wrtli a 0= 33" 42 REINFORCEMENT Intermediate grade hard grade or rail steel deformation shall conform to ASTM A615 A616 AG17 Birs shall lap 40 diamefers where spliced unless otherwise shown on the plans Bends shall conform to the Manual of Standard Practice A C I Backing for hooks is four diameters All bar embedments ate clear distances to outside of bar Spacing lor parallel bars is center to center ol bars MASONRY All reinforced masonry retaining walls shall be constructed of regular or light weight standard units conforming (o the Standard Specifications for Public Works Construction JOINTS Vertical control joints shall be placed at 32 foot intervals maximum. Joints shall be designed to resist shear and other lateral forces while permitting longitudal movement. Verticaf expansion ;omts shall be placed at 96 foot inter vals maximum CONCRETE Footing concrete shall be 560-C-3250 usinij B aggiegate when placing conditions permit BACKFILL No backfill rnatenal shall be placed against masonry retaining walls until grout has reached design strength or until grout has cured for a minimum of 28 days Compaction of backfill material by jetting or ponding with water will nol be permitted Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped rolled or otherwise compacted until the relative compaction is not less than 90% FENCING Safety fencing shall be installed at the lop of the waif as required by the agency INSPECTIONS Call lor inspections as follows A When tin. looting has been formed wnh (he steel lied securely in final position and is ready lor the concrete to be placed B Where clpanout holes are not provided (1) Alter the blocks have been laid up to a height of 4 or full height for wads up to 5 with steel in place but before the grout is poured and (2) Alter the first lilt is properly grouted the blocks have been laid up to the top of (he wall with the sleei lied securely rn place but before (he upper lill is grouted Where cleanoul holes are provided Altei the blocks have been laid up to the lop nf (he wall with the steel tied securely in p a..i bj before grouting C Alter grouting is complete and atler rouk or rubble wall drains are in place but before ejrlh backhll is placrd D Final inspection when all work hv hpen compideJ CONCRETE GROUT AND MORTAR MIXES Concrete grout shall attain a minirnuii comp essrve strength of 2 000 psi in 28 days and mortar sha I attain 1,800 psi m 28 days All cells shall be filled with grout Prd ir ibrate grout within 10 minutes of pouring to insure ronsohdalion Bring grout to a point 2 from the top ol I luSJi r/ units v\Sji grouting ol second lift is to be continued ct anothe tim" MORTAR KEY To insure proper bonding between the looting and tl'a first course of block a mortar key shall be formed by e-nber'dirg a flat 2X4 flush with and at the top of the freshly uouitd footing The 2X4 should be removed after the cone r_U *ias started to harden (approximately 1 hour) .. A mortar key msy be omitted if the first course of block is sel into the fresh concrete when the footing is pou id ji d a good bond is obtained WALL DRAINS Wall drams shall be provided in accordance with Standard Drawing C 8 SOIL !• All footings shall extend at leasl 12 inches mlo undisturbed natural soil or approved compacted fill Soil should be dampened prior to placing concrete in footings «„ ' Revision v Des Notes By fci 'Approved Date SAN DIEGO REGIONAL STANDARD DRAWING GENERAL NOTES FOR MASONRY RETAINING WALLS flfCOWWcNOID BV (Hf S/tt' CISCO REGIONAL IlUtOAROS CO««nEE .. -6ic 't?S OmCooionnoi net I960) DRAWING p_7 NUMBER U ' Line of undisturbed natural soi H No surcharge loads .vithin his area for level backfill design • Filter Material 1 nax crushed aggregate 4 cu ft per 4 d;a dram or 1 cu ft per ft of open head joint1: 4 dia dram with 1/4 oalv wire mesh screen 8 0 on centers or one row hornontally of open head joints G TYPICAL SECTION • Mortar or casl in plac° concrete /—Finished ground line Vertical reinf Grout filled block cells ~ Horizontal reinf thru bond beam block | 12 block va I CAP DETAIL 2x4 (nominal) key KEY DETAIL NOTES 1 All masowy retaining walls shall be constructed with cap key and drainage details as shown hereon 2 4 diameter drain may be formed by placing a block on it s side RECOMMENDED BY THE SAN DIEGO REGIONAL STANOAROS COMMITTEE Coo X n 10 n C I 19BO! Djlf DRAWING p Q NUMBER l-'~o SAN DIEGO REGIONAL STANDARD DRAWING DETAILS FOR MASONRY RETAINING WALL Revision Note 2 By Approved Date a 14 7/88 r I HE TASPER MASONRY CONTRACTOR 2970 GRACE LANE • COSTA MESA CALIFORNIA 92626 • PHONE (714) 546-5730 • FAX (714) 546 0917 September 28, 2000 ==-= To-vvhormt-iiiayconcern' — The Jasper Companies gives Shem Halbrook permission to pull permits in all building departments in San Diego County \ If you should have any questions or if I can be of any further assistance, please feel free to give me a call / Sincerely, Robert Jasper President Apr--21-03 O9:49A The Jasper- Co. Client* 38584 714 433 2124 JASPCOM P Ol ACQRD, CERTIFICATE OF LIABILITY INSURANCE PRODUCER Armstrong/Robitaille Bus&lnsSv 600 Langsdorf Drive #100 ( ox 34009 Funerton CA 92834-9409 DATE (MM/0DnrV) 11/05/02 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND EXTENDER ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURED THE JASPER COMPANIES 2970 GRACE LANE SUITE B COSTA MESA, CA 92626 INSURERS AFFORDING COVERAGE j INSURER A National Union Fire Insurance Co IMSURET B I INSURER C INSURER O COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOT WIT HTTANOING 1 ANY R6OUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED Ofl MAY P£~RTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBoECl TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SMOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS NSRi - , ,o*D (POLICY EFFECTIVE POLICY EXPIRATION 1JJH TYPE OF INSURANCE POLICY NUMBER DATE (MtWOD/YY) DATE (MM ODfYY) 1 LIMITS r A DES 30 RE GEt> — J GEN ALII GA EX( IERAL LIABILITY ' COMMERCIAL GEN6HM LIABILITY | C< AIMS MADE OTCUII L AGGREGATE LIMIT APPLIES PEIl POLICY 1 1 JFCT LOC OM08ILE LIABILITY ANY AUfO ALL OWNED AUTOS SCHEDULED AUTOS ' HIRED AUTOS WON OWNED AUTOS 1 RAGE LIABILITY 1 ANY AUIO 1 :ESS LIABILITY OCCUR 1 CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND WC7085452 I 10/2 EMPLOYERS LIABILITY I i1 | OTHER i EACH OCCURRENCE S nnE OAMAGF (Any one I re) , S Ml- DExp (Any one person) S PERSONAL & ADV INJURY I GCNCRAL AGGREGATE I 1 PnOOUfT^ COM! /OP AGG $ ^~ \ /•COMBINED SINGLE LIMIT ,1 (En aTidnnl) BODILY INJURY , (Pei pardon) 5 j i BOOIIY INIURY j{Pflr acnideni) * I j rnoi'FnrvoAMArE s Aurooniv CAACIJDENT i OlHtn THAN FAACC S AUIO ONLY ^-g j - ' EACHOccunnrNCE ' » AGGREGATE S ' , t S c/no •* n/TC/ni v \ W- STA1U |O1H\3i\j £. lu/Zu/uj A ITOHY LIMITS ER E L EM-HAGC'DENT $1,000 000 ELOISFASE FAEMPLOYEEf s1,000 000 EL DlSFASE POLICY LIMIT jsl.OOO 000 i CRIPTtON OF OPERATIONS/LOCATIONSAfEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIALPROVISIONS DAYS NOTICE OF CANCELLATION EXCEPT 10 DAYS FOR NONPAYMENT OF PREMIUM License* 528767 CERTIFICATE HOLDER ADDITIONAL lr>SURED INSURER LETTER CANCELLATION ( ) Contractors State License Board P O Box 26000 Sacramento CA 95826 i SHOULD ONVOFTHE ABOVE OESCRIDFD POLICIES BE CANCELLED BErOHE T1IE EXPIRATION DATE THEREOF THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 _ I) AYS WRITTEN NOTICE TO THE CERTIFICATE MOLOERNAMEO TO7HE LEFT BUTFAILURF TODOSOSHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS Oil REPRESENTATIVES AUTHORIZED REPRESENTATIVF &«^ &&L<*^ V ACORD 25 S (7/97) 1 of 2 #S1B6122/M186121 LKC O ACORD CORPORATION 1988