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Home My WebLink About2630 ACUNA CT; ; CB994614; PermitJob Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: LARRY BUTTS FALLBROOK, CA 1524 HILL ST 760-803-1223 City of Carlsbad Retaining Wall Permit Permit No:CB994614 Building Inspection Request Line (760) 438-3101 2630 ACUNA CT CBAD RETAIN Lot #: 0 Status: ISSUED Applied: 12/14/1999 Plan Approved: 01/05/2000 Issued: 01/05/2000 $14.750.00 Construction Type: NEW Entered By: GMF INSTALL IOOOSF RETAINING WALL Inspect Area: 92028 Total Fees: $261.07 Buildina Permit ! Add'l Biilding Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Add'l Renewal Fee Renewal Fee Other Building Fee trz+'lka ti TOTAL PERMIT FEES FINAL APPROVAL Date: /%o-a/ Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Impsition' of fee, dedications, reservations, or other exactions hereafter mlleetively 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 referred to as 'feedexactions." You have 90 days from the date this prml was issued to protest imposition of these feeslexactions. If you PrOteSt UEm. you must pr-sing in accordance wlh 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 spcified feelexactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application pmcessirg or SeNiCe fees in mnnection with vlis project NOR DOES IT APPLY to any feedexactions of which you have previously been Wen a NOTICE similar to this, or as to which the Statute of limitations has previouslv othemise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 4. I plan to provide portions of the work. but i have hired the following perron to coordinate. supervise and provide the major work lindude name I address I phone number I ont tractors license number): 5. I will provide some Of the work. but I have contracted (hired1 the fallowing persons to provide the work inaicsted (include name I address I phone number I type of work): 15 the appli~ant or future building occupant required to submit a business plan, acutel~ hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES NO IS the applicant or future building occupant required 10 obtain a permit from the air p~lluiion control district or air quality management district? 0 YES NO is the facility to be constructed within 1,000 feet of the outer boundary of a SEhoOl site? 13 YES 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. :~,,:::c~N~AUcnocr~~o,N&noarlc~ ::,',:$ ',:: ,, ,,. j ..................................... ,,,, .,.:,, ,.,:': ,. .,: ,,, .i :., ,,." ,,,,, ~ "' ,.:,.: .;.'...:::'i..~,"., :,, ,.,. ,,., ..,,::,: 3,: I hereby affirm that there I ng agencv for the Performance Of the work for Which this permit is issued Ism. 3097lil Civil Codel. ,, ,. ,..<,. . ., LENDERS NAME mo LENDERS ADDRESS 9..ri:;.~~~~PUcAsn;cIEP;OPIW\TION;i ,ij,.:. .,,:-;:,,,.,:,.: :.. : ,, ,: , , . ..i;s,,,, :,,. ............................................................................................. , ,, ,:, ,,,.,.,, ...... .'.i.....!:i?:-.,:,.: ,,,( i: (,,,,..,..,. f,,.:.>,..$!Vw,,, ;7;.;..:..w:< ,., .. .. , ,,., ,., .,:E !. ,:, . :.: ), ., ,. ,. 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 snd State laws relating to building construction. I hereby authorize repres~ntatives of the City Of Carlsbad 10 enter "pori the above mentionsd JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAO AGAINST ALL LIABILITIES, OSHA An OSHA permit is required for BXCWations over 5'0' deep and demolition or construction of structures over 3 stories In height. EXPIRATION: EVeW pernit issued by the building Official under the provisions of this COde shall expire by limitation and become null and void if lhe building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by Such permit is suspended or abandoned at any time after the work is co APPLICANT'S SIGNATURE DATE /z-/ y -57y , Inspection List PermiW CB994614 Type: RETAIN Date Inspection Item 09/22/2000 63 Walls 09/11/2000 62 SteeVBond Beam 08/25/2000 61 Footing 08/25/2000 63 Walls 08/23/2000 61 Footing 08/23/2000 62 SteellBond Beam 02/24/2000 65 Retaining Walls 02/08/2000 65 Retaining Walls 02/02/2000 63 Walls 01/25/2000 61 Footing 01/24/2000 63 Walls 01/21/2000 63 Walls ~ ~__ Tuesday, January 23,2001 Inspector TL TL TL TL TL TL DA DM DM DM DM DM Act AP AP AP wc GO GO AP GO CA AP CA NR ~ INSTALL IOOOSF RETAINING WALL ~~~~~ ~~~~ ~ - Comments GRAVEL & DRAIN OK OK TO GROUT S/E WALL WALL @ S/E SIDE OF HOUSE NEED APPROVED SET OF PLANS AS PER LARRY AS PER LARRY NO PLANS, STEEL TO SOIL Page 1 of 1 EsGil Corporation 7 - ln Tartnersfiip witfi S;Ovemment for Building Safety DATE: 12/30/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-4614 PROJECT ADDRESS: 2630 Acuna Court PROJECT NAME: Retaining Walls SET I 0 APPLICANT e 0 PLAN REVIEWER 0 FILE 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the check list has been sent to: [XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person [XI REMARKS: 1 .The retaining wall details shall be signed and sealed by the engineer. 2. Please attach the retaining wall details and specification to city I set. By: David Yao Enclosures: Esgil Corporation 0 GA MB 0 EJ 0 PC 12/20 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-4614 12/30/99 JURISDICTION: Carlsbad PREPARED BY: David Yao VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 99-4614 DATE: 12/30/99 BUILDING ADDRESS: 2630 Acuna Court BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION Retaining walls VALUE VALUATION BUILDING AREA (fi.*) ($1 MULTIPLIER I I Air Conditioning Fire Sprinklers 14750 TOTAL VALUE (per city) 199 UBC Building Permit Fee Bldg. Permit Fee by ordinance: $ 157.33 0 199 UBC Plan Check Fee [XI Plan Check Fee by ordinance: $ 102.26 Type of Review: 0 Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: Comments: $ 81.81 Sheet 1 of 1 rnacvalue.doc 5196 .. PLANNlNGIENGlNEERlNG APPROVALS ~OMPLETE~FFICE BUILDING RESIDENTIAL 1 TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAlRE COMPLETE OFFICE BUILDING ENGINEER DATE 1 STRUCTURAL CALCULATIONS FOR KAWANO '- LOT 94 ,LARRY BUTTS GOVERNING CODE 1997 UBC SEISMIC ZONE 4 WIND 70 MPH EXP C I i .< r Project # 908 .. I '.- : . . .. .. .. 7 1, // . . . .. i .' i t. '. < I i! 1. : PROJECT ENGR DATE 8 "NGENGINEERTNG 41892 ENTERPRISE CIRCLE SO.. SE. E ' TEMECUU. CA 92590 PHONE (9Q91676-1844 I FAX (SC9j 6944028 .! . ! PROJECT MANNING ENGINEERING ENGR DATE I ; 41892 EMERPRISE CIRCLE SQ. STE. E TEMECUUI. CA 92590 PHONE (SOS) 676-1844 FAX (909) 694-6026 4Wigr1 Summary I = 3.156 b. LFooting Slmngths 8 Dimensions fc = 2.m pi Fy = 4O.WOpi Min.h% - o.mu I ,c ., ; 41W2 EnBwprb. Clr. So. st.. E YAWwlffiEWINEEMffi 8 1m.cuh. CA. szsoo ii t L, i t i t c _. . .,, . r. I Criteria I 1,pS pf OK 217 p< OK I Allwb* 1 .SI pf l.gPpt > 207$8f 0.0 PI OK 5 24.7 pi OK 78.0 pi 3.59 OK 1.51 OK x5 16.m om < ' 349.1 536.2 618.4 0.7 19.4 zs.m I c * 117.7 3.00 353.1 T0t.l- 2153.7 ba RM.= 3,450.1 b. 1 < .< (. .. . .. .. , .. :.. .. !. . -" .. I 1 PROJECT MANNINGENGINEERING ENGR DATE r r .. , ' 41892 EMRPRlSE CIRCLE so.. m. E "ECULA. CA 9z590 PHONE (909) WE1844 FAX (909) 69c6026 . ., . .. .. P... : ;.i..i..;..;. .. i ......... i.....i..i..* ..- Li-i..i..i..& ..................... ...... :.. ............. : ...... i..i..i..l..~..i..;.. ...__i_.L"i,.: ... .;,.-:,,;,,i ~ .............. ..:..: ....... :._ .......... . .' ...;..- : .... .. .. ..... ... ........ .. .... ........ ..... ..... .................................. ........ ...... ........ ............... .... .. ... :.. .. i i..!..:... I :.. L..:..i..i..:..: *__ .;..i..i :. .:.. ; ;. ~ :_,;,.;. ........................... .... .. ...................................... ....... .. i .^ .. :: ........................ .............. ........... ................ .. ., .. : ... ............... ,..... .................. ......-.. ............... .. .... ........ . ...... ........... ................. ..... . .... ....... . .! I:-.: :;:: .' -. L . -. ...... ..................... ! .. ... .................... !, ............................................... .... .. ... .. ......... .~~ .............. j .:. ....... ! j .. :: ..I ... .. j ." I..:. ~. .. <- , 1. ' \ /' rl .... i I. I ! .~ PROJECT ENGR ; DATE r MANNINGENGINEERING 41892 ENTERPRISECIRCLE SO.. STE. E .. I ! < .. w:Dwmvrd = 88 0 R-x Mu: oaii PmUll-Wly sha = i. 420 780 n-x Alb 1-WlyShar = 76.03 ' 78.03 pi 7.19 1227 pi HedRdnfacing - NamSw'd TmRr*dcrdng =NawSps'd KqRan(0rdng = Ncmspk'd r b.~ n# = 830.8 1.8t 1,139.0 a -21.5 0.33 -7.2 - a a = a a 808.3 O.T.M. 1.131.8 [soil Data C I Fooling Strengths (L Dimensions "Bsrhg = 1,500.0 pt fc = 2,wO pi Fy = 40,OaOpd I 0.0012 .. FY ? .! . I ' .< I * c 3 l. r, ti > .! . YAWNING ENGINEERING 418?2 Enbrprh. Clr. So. st.. E 1mnuk. CA. nwgo Dlr 13DECgD Job* LFooting Stmngths EL Dimensions fc = 2Mo 0.I Fv = 40.~P1 Slldlnp I 728 pf OK 170 pf OK 1.w pf lsa pf 847 Pf 1.8 pi OK 4.5 pi OK Alwi.b* (r 76.0 pi 268 OK 1.87 OK I ISummary of Overturning (L Resisting Forces (L Moments c Ikr b. R MI WAdhmRawn = m.1 1.08 246.0 SOilOlaHsal F"Mmrml I-REslsnNo.II Fom, DWana Mommt Ib R n* 110.0 1.25 137.5 9.2 -21.5 0.33 %2 6.9 1.33 ,. ! I: - I. : .I /$d PSF FOR ISOLATED FOOTINGS i! .. 2.2 BOlTOM OF FOO SHALL BE (UNLESS OTHERWISE NOTED): I ' ONE STORY - 12" X 12" INTO SOIL I TWO STORY - IS" WIDE X 18" "0 SOU ALL FOOTINGS TO HAVE A NO. 4 REBAR TOP AND BOTTOM I 2.3 SOIL PREPARATION. GRADING. AND FOOTINGS TO BE IN CONFORMANCE WITH THE 19W UBC CLASS V SOU. 2.4 . WISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WlTH i ALL LOOSE MATERIAL REMOVED FROM EXCAVATIONS. THE FOOTING 1 1 , WATER. BEFORE ANY CONCRETE IS PLACED. EXCAVATION SHALL BE CHECKED : EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND STANDING AND APPROVED BY A OUALIFIED SOIL ENGINEER TO INSURE COMPLIANCE WITH ! .< REQUIREMENTS., , _I .. f .( < r.' 2.5 ' ,: PROVIDE SHORING ATTOP OF ALL RETAINING EARTH PKlOR TO UACKFlLLlNC ' UNLESS OTHERWISE NOTED SHORING TO REMAIN IN PLACE UNTIL PERMANENT ' MEMBERS ARE CONCRETE. SHORING IS TO REMAIN IN PLACE 7 DAYS MIN AkTEU STRUCTURAL SUPPORTING MEMBERS ARE INSTALLED (11: SUPPOUTING CONCRETE PLACEMENT) 2.6 BACKFILL FOR ALL RETAINING WALLS SHALL BE PREVIOUS MATERIAL 2.7 BACKFILLING SHd NOT BEGIN UMIL ALL MASONRY OR CONCRETE RETAINING s *' , ; "B RS HqVE BEEN PLACEq A MIMIMUM OF 14 DAYS. ! 4 'I I! i" , ~ , I .. 1 <';( i I .. I' REQUESTING FOUNDATION NSPECTION.' ALL LOOSE SOU AND FILL DIRT (INCLUDING BACKFILL BEHIND RETAINING WALLS) SHALL BE COMPAW TO 90.h OF-MAXI" DENSITY COMPACTION SHAiL ALSO COMPLY WITH THE SOILS REPORT. I - . :- .. ... 3.1 ,. ~SHALL~ONF~R"A.Y&CIS~. TYPEIORTYPEII. 3.2 CON& SHALL: BE G~ADE B AS DERNED IN 1997 mc. j03.3 WITH NOW * .. ;. 'WEIGHT AGGREGATES CONFORMING TO ASTh4 C'33. I ,I 3.3 READY-MIX CONC& sm BE "ED AM) DELIVERU) ON ACCORDANCE i WllHASTMC94. .. I I 3.4 CONCRETE SHALL HAVE A MlNII" COMPREh'E STRENGTH AT 28 DAYS AS FOLLOWS: SLAB'ON GRADE ................... 25OQ PSI ! FOOTINGS 2500 PSI ............................... 3.5 mmx-ruw MAY BE USED m PRIOR'APPR~VAL OF m ENGINEER. ADMXfURES SHALL COMPLY Wll% ASTM A 494 AND BE OF A TYPE THAT INCRfASES THE WOttkABILITY OF THE CONCRETE BUT SHAU NOT BE CONSIDERED TO REDUCE THE SPECmED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED) I 3 6 NO CONDUIT PLACED IN CONCW SLAB SHALL HAVE AN OUTSIDE DIAMETER , GREATER THAN 113 *E THICKNESS OF THE SLAll EXCEPT FOR LOCAL OFFSETS. MINIMUM CLEARAN<CE BETWEEN CONDUITS SH4L RE 6" .. I ~i ' . 3 7 PROJECTING CORNERS OF SLXBS. BEAMS. WALLS. COLUMNS ET€ SHALL BE c c FORMED WITH A 314" CHAMFER UNLESS ?4OTED'OTIiERWISE ;. 3 8 NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7000 PSI AS MEASURED BY ASTM C 109 PRCGROUTING OF BASE PLATES SHALL NOT BE PERMIlTED 3 4 CON& SHALL CONFORM TO ALL REOUIREMENTS OF ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. EXCEPT AS MODIFIED BY THESE NOTES. : 3 IO EXPANSION BOLTS WEJrr OR PHILIPS RED HEAD TYPES, MAY BE USED IN LIEU OF CAST-IN PLACE BOLTS WHERE SPECIAL CONDITIONS WAR* THERE USE, I a I i ~ 1 I : I PROVID~ WRI~IAPPROVAL,OFTHE ENG- IS oBrm. SIZE OF SUCH ' I - i., i ANtHORk SHALL INCREASED BY 3% 1 3: I I SLABS POURED ON GRADE SHALL BE LEVEL (OR PLANAR). TO WITHIN 118" IN 8'6" M ANY DIRECTlON EXCEPT AS Nom OTHERkSE ON THE PLANS. t 4.2 NO.SPECL4L INSPECTION IS FEQUTRED 4.3 CEM€NT SHALL BE LOW ALKALI PORW CEMENT AND CONFORM TO ASTM C I50 TYPE I OR 11. I. I I .. 4.4 MORTAR SHALL BE TVPE CONFORMING TO UBC TABLE NO. 21-A (1800 PSI AT 28 DAYS MMI") CONSISTING OF: .. '1 114 TO I/? PART HYDRATED "E S LIME IPARTPOTLAND~T(PEIORIILOWALKPLI. AGGREGATE TO BE 2 114 TO 3 TTMES THE SUM OF CEMENT AND LIME. .. I I 4.5 GROUT SHALL CONFORM TO UBC TABLE NO 21-B (Zoo0 PSI AT 28 DAYSMINIMUM) CONSISTING OF I!PART POTLAW CEMENT 2 I14 TO 3 PASTS AGGREG<ATE ISAND) . < : I TO 2 PARTSPEA CKAVEL i .( . ,. c I 4 6 ALL WALLS SHALL BE SOLID GROUTED 4 7 WHEN GROUTING IS STOPPED FOR LONGER THAN ONE HOUR HORIZONTAL CONSTRUCTION JOIMS SHALL BE FORMED BY STOPPING THE GROUT POUR I 112" BELOW TIE TOP OF THE UPPERMOST UNIT 4.8 PdOVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF MRTlCAL CELL FOR i GROUT LIFTS IN EXCESS OF S'd" OF jElGHT I ./ i ..I; i/ I i! <I ~ < < ' I. i., i 1 I, , ! I. I I .. . .. r .. . 4 .. ... ..