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HomeMy WebLinkAbout2105 RUTHERFORD RD; ; CB961619; Permit' ' ;' 09/'.l,1/96 1 :3; 24 B U I L D I N G !' Page 1 of · 1 · 'Job Address: 2105 RUTHERFORD RD I , Fermi t Type } RE.'J:AINJ:NG WALL Parcel:No: 212-120-20-00 Va~uatjon: 7,344 P E R M I T Suite: Lot#: Permit No: CB961619 ' Project No: A960.2313. •, . Development No: 9629 . 09 /11/96. _0001 01_ C-PRMT . Construction Type:. 02 Occupanoy Group: Reference#: · Description: 544 SF RETAIN WALL-ENG SPECS . Status: Applied~ ., Apr /Issue : ·· En t:·ered By : 714 474---2333 NEW ISSUED. 08/30/96 09/11/96 RMA . · : SLOPE BACKFILL f · ·. . FtNkvAPPROVAl . . .. IN~P-~ DATE ¥!A · GLEARANCE . . CITY OF CARLSBAD. 2015 ~ Palrnas Dr., Carlsbad, <;A ·92009 (619) 43'8-1161 PERMIT APPUCATION City of Carlsbad Building Department 2075 Las Palms Dr •• carlsbad, CA92009 (619) 438-1161 I. PERMIT TYPE From Llst 1 (see back) give code of Permit-Type: !k-~) . . . . . . . . . . . . . ... . .. . . .. .. . . . . .. . . . . . . ./.~ ..... __ ,_ ........ . For Residential Projects Only: From Llst 2 (see back) give Code of Structure-Type:-----,----------------'--- Net Loss/Gain of Dwelling Units--------------,----,----,- 9389 08/130,'96 0001 01 02 C-PRi1T 2. PROJECI' INFORMATION FOR OFFICE USE ONLY q-1£CR BEIDW lF SOBMI I l'Eb: D 2 Energy Cales D 2 Structural Cales D 1 Addressed Envelope # OF BATIIROOMS INSURANCE COMPANY POIJCY NO. EXPIRATION DATE eeruhcate of Exempuon: I ceruly that m the performance of the work for-which this permit 1s issued, I shall not employ any person many manner so as to· become subject to the Workers' Compensation Laws of California. SIGNATURE DATE s. OWNfill-B0MER DECLAltA'l'lON Owner-Builder Declarauon: I hereby afhrm that I am exempt from the Contractor's Llcense Law for the followmg reason: D 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, th~ building or improvement is sold within one year of completion, the owner-builder will have the burden of prQving that he did not build or improve for the purpose of sale.). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or iinproves·thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license ·Law). D l am exempt under Section _______ Business and Professions Code for this reason: (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, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis ti r the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to civi nalty t ore than five hundred dollars ($500]). SIGNATURE DATE Is the applicant or future buildi occupant required to submit a business plan,, acutely hazardous ·materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES D NO Is the applicant or future building occupant required -to obtain a permit from the air pollution control district or air quality management district? DYES D NO Is t!ie facility to be constructed within 1,000 feet of the outer boundary of a sch<;><>! sit~? DYES D NO IF ANY OF THE ANSWERS AREYF.S, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFrER JULY I, 1989 UNLESS THE APPUCANT HA.5 MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR FOU.UTION OONTilOL DISTRICT. 9. wNSl'RUCTIDN ll:NDING AGENCY , . . "thereby afhrm that there 1s a construction lendmg agency for the performance of the work-for which this permit 1s issued (Sec 3097(1) ClVII Code). LENDER'S NAME LENDER'S ADDRESS 10. :APPUCAN I CRR:11F1CAl10N I certify that I have read the apphcauon and state that the above mformauon -1$ correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the Gity of Carlsbad·to enter upon the above.mentioned property for inspection purposes. I .AISO AGREE ID SAVE INDEMNlFY AND KEEP HARMLESS THECTIY OF CARISBAD AGAINSf ALL UABIUTIES, JUDGMJ;:NTS, OOSTS AND EXPENSESWIIlCH MAY IN ANY WAY ACillUE AGAINSf SAID CTlY IN CXJNSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over S'O" deep and demolition or construction of struct4res over 3 stories in height. ' Expiration. Every permit is~ued by the Building Official under the··provisions of this Code shall expjre by limitation and become null and void if the building or work authorized by such ~ it is not commenced within 365 days from the date of such permit or if the building or work authoriz by such permit is su~pended or aband at an tim aft r th rk · commenced fora period of 180 days (Section 303(d) Uniform Build" e) APPLICANT'S SIGNATURE DATE: : Applicant PINK: Finance CoNSTRUCTION TESTING & ENGINEERING, INC. ENGINEERING, INC. SAN DIEGO, CA • RIVERSIDE, CA • VENTURA, CA • 2414 Vineyard Ave. 490 E. Princeland Ct. Sqlte G Suite 7 Escondido, CA 92029 Corona, CA 91719 (619) 746-4955 (909) 371-1890 (619) 746-9806 FAX (909) 371-2168 FAX I 645Pacific Ave. Suite 105 Oxnard, CA 93033 (805) 486-647.5 (805) 486-9016 FAX MODESTO, CA • LANCASTER, CA • LAS VEGAS, NV • SEA'ITLE, WA 3540 Oakdale Rd 42156 10th St W. 4560 S. Valley View 235 S.W. 41st St Suite AZ Unit K Suite A-3 Renton, WA 98055 Modesto, CA 95357 Lancaster, CA 93534 Las Vegas, NV 89103 (206) 656-1266 (209) 551-2271 (805) 726-9676 (702) 795-2278 (206) 656-1265 FAX (209) 551-3593 FAX (805) 726-9676 FAX (702) 726-4485 FAX February 10, 1997 CTE Job No. 10-1810 City Of Carl~bad Building Inspection Department 2075 Las Palmas Carlsbad, CA 92009 SUBJECT: SATISFACTORY· COMPLE'.fION ©F· W()RK· '.REQUIRING SPEC-I.AL INSPECTION.PERFORMED UNDER PERMIT NO. BUILDING PERMIT NO.: 96-02.12 ADDRESS: 210,5 Rutherford, Carlsbad Director of --Bu·ildin_g Inspection.: .... To the best of my knowledge all -work requiring special inspection,testing,Field Weld,Epoxy Dowels,Reinforced Concrete,High Strength Bolts,Epox:y Bolts,Reinforced Masonry, construction observation or off-site fabrication for the structure constructed under the subject permit is in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code. Print/Type Name: Thomas A. Gaete · ':l:i tl·e: Ci·vil Engin.eer Signature, j{ Ck?t. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING _AND INSPECTION ( ) J>.'l'. CONC. (. ) FIELD WELD ( ) PILE ORIVINO t ( ) BATCH PL_ANT ( )EXP.ANCHOR ( )OTHER MORTAR TYPE/PS!' _____ _ H,S,BOL'l' ________ _ ... MAS, ~J..QCK,: .. _~;:---------- ELECJ:'RODE ______ _ ( ) MASONRY BLOCK ( ) RERAR . >;:;-::·..,.:i ___________________________________ .., INSf>, l)ERFORMEO, JOB PROBLEM, MATERIAL IOENTl'J='ICATION, PRO~~ESS,. WORK REJECTED, REMARKS . C~rtlflci;ttion ·cf ·Cci'rnpllance: ·Au--work, unless·-oth ·rw1se rioted, ct5mplles wlth-:the:'appreved· pla:ns and speclfteations.and the qnlfQ.rfr'.1 .. 9.t;i!!plng .. Qo~-~~-. . • .,, ~AME; (PRINT) .,Z,,, M -Z. c__..'(,_ 4q 1.4:t, fA:-<?'= __ ... :~E~!~FICATION NO.: _l.f.,_()~Y:-------.,.--- <-'··.· ~t :, • •I ~' J . ' j ,, .! GEOl'ECHNICAL & CONSTRUCTION E'{GJNE~RJ~G _'IJI§!l~Q -~ INSPECTJON 3540 OAKDALE iWAD MODE.STO. C .\ <1<;}57 <~JlY, ~ ~1-227 I FAX i?.OQJ 551-3593 ' !'"-;' .• " -:.__ ... -~ CoNSTRUCTION TESTING & ENGINEERING, INC. ESCONDIDO • CORONA • MODESTO• OXNARD INSPECTION REPORT ( PAGE -'--OF _ CTE JOB # -h-~-1...81..D--.. --·--··-· Ce_,;]2_ REPORT# _ _,_ ____ _ PR6JECT ~AME:4f .s-·.i, Ctr(.J.b~ R( .. ,g # ev-~--i.. ,_-¥ ________________ _ ADDRESS: )/0 5'"" ,R4~J_ (2.__ ~ lNSJ,>ECTlON M~TJ]:R°JAL ID~NTI~_CATION --·, _ _ y_yr t:,, o~~ ( ~ CONCRETE CONC. MIXII/PSI , .. /£.r ~.;,,<.> &_~ ARCH1'11EC'r: __ ____,._,---____ ,,,,,,_,.__,. ___ _ ' 'RH-1::."' \ BN(llNi'ff~R: ~:;_ 'IT ~(~.!,~ f i'\ e_ CON''J'RACl'OR: C:::.~;:z { INSP~C'l'ION DAT!-{: 'f-J.S-c t:zC ARRIVED:~,.a?o t!.M_DEPA~TED: S@ p~ Pt,;AN PII .• B: ---~--····· "'··------~ BLDG PERMIT: __________ _ OTHER.: ____________ _ <>,..MASONRY GROUTM!X/t/PST_~ .... ,-. ZDDD~ £ I ( ) P.'l'. CONC. MORTAR TYPE/PSI· _____ _ (. ) FIELD WELD REBA!l ORAPE,_., .... -•• --····~,. ( ) ~HOP WELDING STR. SWEL ~--~----~···~·~·-u------ ( ) PTt,E l)~IVIN:0 H_.s .. ~01:r _______ _ ( ) BATCH P.LANT MAS,J:!LOC!C,: •• _~,:---~-~--- ( ) EXP. ANCHOR ( )OTHER EL8m,"~0DE _______ _ Material Sam11lin2 ( ) CONCRETB ( ) MORTAR J>',.-) GROUT ( ) FlREPROOFJNG ( ) MASONRY BLOCK ( ) RRRA R ( ) S'l'Rl.JCTURAL STEEL ( )BOLTS INSP, ~ERFORMED, JOB PR08Ll:M, MATFiRIAL IDENTl'rlCAilON, PR0i3~ESS,. WORK REJECTED, REMARKS m -'X 111,ea.d. f:w+12~ rWvf:a 12 ~ ~. W ra:.4': ~ 5 hi n ~ J_ I +<.{;· a f ~ 3. &o ~ i> ~ f ~ ~·h:.ee S l&,t¥ -a7 Yz ~ J T~ s:; 7'{ 0 I-; -~ /1: 1 v-T-cz:p ;?. S: [ F' 7 &J c-~-r-~!:I .a:. '2 v·~~ r;t-sf' -di! lM7 /~.J ~.;;;, ...uz. Wr:,£1? f'..t.'--t/-r;, v~ 4((-?-o ~ 02 ~ b Certlflc•tioM ·cf ·Ci:i'riipllance: ·AU--work, untess·-oth ·rw1ee notsd, ct>rnplle:>s .wlth.:the:apprevsd·plans and sp.eolfl'ca:tions.and the l!nifQ.rtr:i .. ~.i;J1!¢llng .. Q_o~.~). . NAME: (PRINT) --~ 1--"'1 G. ( ,Y._ s]q '11, V'!:::"'!?= _ CERTIFICATION NO.: _t.f,._3"P'-;;I-S::----,----------- GEO'TECHNICAL & CONSTRUCTION ENGINEERING TESTING & lNSPECTION CoNSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA • RIVERSIDE, CA • 2414 Vineyard Ave. 490 E. Princeland ·ct. Suite G Suite 7 Escondido, CA 92029 Corona, CA 91719 (619) 746-4955 (909) 371-1890 ENGINEERING, INC. (619) 746-9806 FAX (909) 371-2168 FAX September 20, 1996 City of Carlsbad Building Inspection bept. 207 5 Las Palmas Carlsbad, CA. 92009 VENTURA, CA • 1645 Pacific Ave. Suite 105 Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX RE: LOT 52 CARLSBAD RESEARCH CENTER MODESTO, CA • LANCASTER, CA • LAS VEGAS, NV • SEATILE, WA 3540 Oakdale Rd. 42156 10th St W. 4560 S. Valley View 235 S.W. 41st St Suite A2 Unit K Suite A-3 Renton, WA 98055 Modesto, CA 95357 Lancaster, CA 93534 Las Vegas, NV 89103 (206) 656-1266 (209) 551-2271 (805) 726-9676 (702) 795-2278 (206) 656-1265 FAX (209) 551-3593 FAX (805) 726-9676 FAX (702) 726-4485 FAX CTE Job No.10-1810 Please find enclosed copy(s) of the most recent Inspection Report(s) with regards to the above mentioned project for your information. Should you have any questions please do not hesitate to 0©,nta.et .this .. offa:e.--. Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. CC City of Carlsbad 7 /--4/ce, ~ /~Pe.-.s A.1,--i?i_ L-</~<--• JJ~ /,JJe.s,f, ~ . GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION CoNSTRucnoN TESTING & ENGINEERING, INC. ESCONDIDO • MODESTO • CORONA • OXNARD • RENO • SEA TILE • LAS VEGAS INSPECTION REPORT PAGE f OF PROJECT NAME: Ld-s"z, C,.,.)..s~f.-6-<4r,.JL C: ... ~.,,,,..,:.,, ADDRESS: 2/Df f<uft..u,-b;;("~ ·R.d . CA-<f~b~ ARCHITECT: ________ ......-__ ENGINEER: 13:i H ~,-,,,e.eYtt:5 . CONTRACTOR: ~J-cs; fana5:fy:u,~ INSPECTION DATE: '. t:/ ,f"P> 2 b PLAN FILE: ___________ _ BLDG PERMIT: __________ _ OTHER: __ --,-_________ _ Material Sampling CTEJOB # to., t ~to REPORT# ______ _ ( ) CONCRETE ~ MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL§TEEL ( ) BOLTS NAME:(PRINT) fc.e,, .. ~z.J y. '.rj4u.-...~ , SIGNATURE: 2~7--~ CERTiFICATION NO.: _ Y3'f .~ ,. k .S 'n iJ t ~ . GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 3171 W. TOMPKINS LAS VEGAS, NV 89103 (702) 795-2278 FAX (702) 795-4485 CoNSTRucnoN TESTING & ENGINEERING, INC. ' ESCONDIDO • MODESTO • CORONA • OXNARD • RENO • SEA TILE• LAS VEGAS INSPECTION REPORT. PAGE I OF CTEJOB# ID~ (~(D REPORT#_-z. ____ _ ARCHl'l'ECT: ___________ _ ENGINEER: B:; If E "§t~ . coNTRACToR: 6:ervfo~I ??o,,s &;uo{u;,~ INSPECTION DATE: 9-l't-tb PLAN FILE: ___________ _ BLDG PERMIT: ___________ _ OTHER: ________ ~----- Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( }FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( . ) STRUCTURAL STEEL ( ) BOLTS • AJ-7 .. d2 ->rk 2.--z. ]?? iP tv1 p.e..n o ell(:· ,a~:fl ecz\:uv-r a(a S:e,--v.e .rAf4SplA,( L-¼1{£ pl«,.L:&-RJ· CJa t.i"f-LezuOi'.€ q__..,,d :4u. {ol{oiAJ1"::5 .s , _ .. • 11:e~d 7;;, ,d < 4:,;,VO,-« <'b..-.q,( N O f Fl LL I tJ 6-( s f:: Co u vS" <-- . ~&:tef ~ ,J h-ldt._ fM.<2Cfe r ~ Ar~ ..)pz--l...-· ~4£ ;Lo ,d ei c-0 :i?&-'2 "v ks , '~'e,-M -re~ ~ h·-el4J'b rJ :-\ eitc.µ:;f Lou,b;vi~_ 7 I ock...s.c .A1 .fo!>}-1Vi U.~<.-v ~ v-S-\-,.,."'-£a.r~ < . . .· .. ..,no j;f;c6tif Ues·wrttf1hev· , "" oveo::. I ·':'1arxnf ·'"''meatiorts'·~ztll('r:,~"' NAME: (PRINT) ------=-<--'---'-~--+'f---,-.-~--4-'--I.M.'-'--'--~-'-'-=-- CERTIFICATION NO.: _ _,__"--------- GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 3171 W. TOMPKINS LAS VEGAS, NV 89103 (702) 795;2278 FAX (702) 795-4485 CoNSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA • RIVERSIDE, CA • VENTURA, CA • MODESTO, CA • IANCASTER, CA • LAS VEGAS, NV • SEATILE, WA 2414 Vineyard Ave. 490 E. Princeland Ct. 1645 Pacific Ave 3540 Oakdale Rd. 42156 10th St W. 4560 S. Valley View 235 S.W. 41st St Suite G Suite 7 Suite 105 Suite A2 Unit K Suite A-3 Renton, WA 98055 Escondido CA 92029 Corona, CA 91719 Oxnard, CA 93033 Modesto, CA 95357 Lancaster, CA 93534 Las Vegas, NV 89103 (206) 656-1266 (619) 746-4955 (909) 37l-l890 (805) 486-6475 (209) 551-2271 (805) 726-9676 (702) 795•2278 (206) 656-1265 FAX (619) 746-9806 FAX (909l. il!Jl68 FAX @5) 486-9016 FAX (209) 551-3593 FAX (805) 726-9676 FAX (702) 726-4485 FAX .K.tPORT 0¥ COMPRESSION TESTS PROJECT: LOT 52 CARLSBAD RESEARCH PROJECT NO.: 10-1810 PROJECT ADDRESS: CONTRACTOR: CENTER ~lQ5_RUTHERFbRD:RQ~ CARLSBAD, CA 92008 BLACKMORE-RUTHERFORD INVESTMENT TO BE BILLED: BLACKMORE- RUTHERFORD INVESTMENT ARCHITECT:PROGRESSIVE IMAGES, INC. ENGINEER: R2H ENGINEERING BUILDING PERMIT NO.: 960212 . SPEC. NO.: SAMPLE DATA. REPORT OF: . CONCRETE X MORTAR GROUT SUPPLIER: ESCONDIDO READY MIX -PLACEMENT DATE: MIX DESCRIPTION: 6 SK 3/8" PEA GRAVEL PUMP MIX TICKET NUMBER: MIX NUMBER: 66:P TIME IN MIXER: SLUMP: 71/2" ADMIXTURE: TYPE CEMENT: IT DESIGN STRENGTH: CONCRETE TEMP: 74 °F AMB. TEMP: OTHER 09/25/96 115320 POZZ LOCATION OF PLACEMENT: MASONRY RETAINING WALL, 1ST LIFT 12" TIITCK WALL SPECIAL TEST INSTRUCTION/REMARKS: 1@7, 2@28. REQUIRED STRENGTH (F'C):\:_-200(}::i SAMPLES MADE BY: CTE/RJ PSI AT 28 DAYS DATE REC'D IN LAB: 9/27/96 LABORATORY DATA I.AB D,!'\TE DIMENSIONS TEST AREA MAXLOAD COMPRESSIVE AGE CNTRLNO. TESTED IN INCHES SQ. INCHES POUNDS STRENGrH PSI lOA 10/02/96 2.97X3.40 10.09 20,000 1,980 lOB 10/23/96 3.02X3.25 9.81 33,000 3,360 lOC 10/23/96 2.99X3.33 9.96 32,500 L3.,26.o] ___,-.-·1 REVIEWED BY: ~, ~7 Cl //7...A ~ DA TE: ; J II 4 L,q t All sam 1in and testin conducted ii:rnrccordance with ASTM Standard Desi nations C31-9! C39-S6 Cl38-92 C143-90 p g g . g ' C172-90,C173-93, C231-9lb, C470-93a, CSll-92, C617-87, C1077-92, C1231, E4-93, E171-87 CONFORMS: -~s NO DISTRIBUTION: 1) THE BLACKMORE COMPANY 1) BLACKMORE-RUTHERFORD INVESTMENT l) PROGRESSIVE IMAGES, INC. 1) R2H ENGINEERING 1) CITT OF CARLSBAD/BUILDING INSPECTION . . . . nEPARTMENT UJOBFILE L-....-"" ~ • W:\PROJECTS\101810\LAB\I0.WPD GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION ClTY OF CARLSBAD INSPECTION REQUEST PERMIT# CB961619 FOR 09/12/96 DESCRIPTION: 544 SF RETAIN WALL-ENG SPECS SLOPE BACKFJ:LL TYPE: RETA;[N STE: INSPECTOR AREA PLANCK# CB961619 OCC GRP CONSTR. TYPE NEW LOT: JOB ADDRESS: 2105 RUTHERFORD RD A~PLICANT: GENTOSI CONSTRUCTION CONTRACTOR: OWNER: REMARKS: MW/603-8446 SPECIAL INSTRUCT: PHONE: 714 474- 22 2333 PHONE: PHONE: Hf SPECTOR --,----------- TOTAL TIME: --RELATED. PERMITS-- CD LVL DESCRIPTION 61 MA Footing PERMIT# CB9602_12 SE960018 FS960017 FAD96023 TYPE INDUST swow FI~SYS FADD STATUS ISSUED ISSUED ISSUED ISSUED ACT COMMENTS ------'-------------------------,-------------'------'--- ------------------~---- ***** INSPECTION HISTORY***** -DATE DESCRIPTION ACT INSP COMMENTS -,·- ~ ,, -. City of Carlsbad , .. ;;.,, ... ,,;aa,o-1-2;.1¥111,,1;,01 ,BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER: CB:Zlo / {p/c/' BUILDING ADDRESS: t?).j&S°: ~?ku~ PROJECT D~SCRIPTION: .......... R ..... et __ a ..... in-=in_.g._W .......... a ..... 11 __________________ -----,-__ _ ASSESSOR's PARCEL NUMBER: /),/2_-/10-'2,C) _ 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 modifi<,ations, must be reviewed by this office t9 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. DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans arid/or specifications to this office for review. By:~ Date: C\. /(o/</0 -r , ATTACHMENTS D Right of Way Permit Application By: ______ "-----------Date: ___ _ By: __________ Date: ___ _ By: ____________ Date: ___ _ ENGINEERING DEPT. CONT ACT PERSON NAME: MICHELE MASTERSON City of Carlsbad ADDRESS: 2075 Las Palmas Drive PHONE: (619) 438-1161. Ext. 4315 P:\DOCS\CHKLST\WALL REV 04/18/96 2075 Las Paimas Dr.• Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619)., 438-0894 1-<1/1/:. r 1s~ 2ndV f2I" D D D D BUILDING PLANCHECK CHECKLIST-RETAINING WALLS SITE PLAN 3rcrf 1. VProvide a fully dimensioned site plan drawn to scale. Show: /4. North Arrow . v('~ Property Lines VS· Existing & Proposed Structures . Easements (dimensioned from street) . RetainJng wall (location and height) 2. Show on site plan: i ~ Drainage Patterns Existing & Proposed Slopes Existing Topography 3. Include on title sheet ~ f Site address ~ Assessor's Parcel Number t.):/ Legal Description vt). Grading Quantities Cut. . Fill __ Import/Export __ _ (Grading Permit and Haul Route Permit may be required) D D D 4. Project does not comply with the following Engineering Conditions of approval for Project No. _________________________ _ Conditions were complied with by:_....-____ _ Date: _______ _ MISCELLANEOUS PERMITS D D D 5. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way .. A separate Right-of-Way permit issued by the Engineering Department is required for the following: _________________________ _ Please complete attached Right-of-Way application form and return to the Engineering Department together with the requirements on the attached Right-of- Way checklist, at the time of resubmittal. P:IDOCS\CHKLSliWALL Page 1 REV 04/18/96' ~ MINIMUM REQUIREMENTS FOR0 V""v·· ~--.~"'"°"' Retai-ning Wall/Slopin-g Backf.ill INFORMATION BULLETIN ~'\. CITY OF SAN DIEGO BUILDING INSPECTION DEPARTMENT 222 1422 FIRST AVENUE, MS 301, SAN DIEGO, CA 92101 • ______ _._ ____ c_al_l (,__6_19__,)_2_3_6-_6_4_05_1o_r __,ap'"-'-p_o_in_tm_e_n_ts""a_n_d__,(_6_19"""")_2_36_-_62_7_0_l_or_i_nf_o_rm_a_ti_on ___ _._Decem __ bel'_·_1_9_92_ Construction of retaining walls, except those less than three feet high and not supporting surcharge, requires a permft and is r!!gulated by City of San Diego building codes. This-information bulletin outlines the city's re- quirements for retaining walls with sloping backfill. Information Bulletin 221 covers retaining walls with level backfill. For information on how to obtain a permit for a retaining wall, see Information Bulletin 220. I. INSPECTION~ Inspections must be performed during sevetal phases of construction. Please call for inspections _at the following times: A. When the footing has been.dug with the steel tied securely in its final position, and the site is ready for the concrete to be placed, a footing inspection is needed. B. Amasonrypregroutinspection is required when the block has been laid and the steel is in plnce, but before the grout has been placed. 1. If clea_nout holes are used, block may be laid to the foll height at the grout pour before calling for the pregrout inspection. Grout shall be placed in a continuous pour in grout lifts not exceeding 6 feet. 2. If cleanout holes ·are not used, a masonry . pregrout inspection is required prior to each grout pour. Block cannot be laid higher than the ·grout pour. Note thatc;leanouts are required for all grout pours over 5feet in height. C. After grouting is completed and rock or rubble . wall drains are in place, but before enrth .bnckfill is placed, call for a backfill/drainage inspection. D. When all work has been completed cnll for a final inspection. II. WALL HEIGHT Wall height is measured from the top of the footing to the top of the wall.Wal Is not shown in Tables A and B on page 2 must be designed specifically for the -existing condition. The-walls shown here are designed to retain earth banks from level to a slope ,of 1 horizontal to 1 vertical (sloping surcharge). No.build- ing foundation, driveway, or other loaqing on the upper level is allowed within a distance equnl' to the height of the wall. See Building Newsletter 23-3 for design -procedures for surcharged walls. III. BLOCK All block must be type "N" grouted solid with f "., = 1,500 psi. IV. MIX REQUIREMENTS Note that use of plastic cement is not permitted in retaining walls located in Seismic Zone No. 3 or 4. A. The concrete mix for footings must meet a compressive strength off·. = 2,000 psi minimum, or the following proportions by volume: 1 part Portland cement 21/2 .parts sand 31/2 parts 3/4-inch maximum-size gravel 7 gallons of water maximum per sack of cement B. The mortar mix must have a compressive strength equal to 1,800 psi minimum. One possible mix con_tains the following proportions by volume: 1 part Portland cement 31/2 parts sand 1/4 part hydrated lime or lime putty C. Grout must have a compressive strength equal to 2,000 psi min'imum. One possible mix contains the foliowing proportions by volume: l part Portland cement 3 parts sand 2 parts pea gravel (3/1-inch aggregate) Add water until pouring consistency is·.achieved without segregation of the grout constituents. Rod or vibrate immediately. Rerod or revibrate grout about 10 minutes after pouring to ensure solid consolida- tion. Stop grout 2 inches from top of masonry units when grouting of second lift is to be continued at another time. · -·-- Note: All cells must be filled solid with grout. V. MORTARKEY To insure proper bonding between the footing and the first course ofbiock, a mortar key must be formed by embedding a flat 2x4 flush with and at the top of the freshly poured footing. It should be removed after the concrete has stnrted to harden (about 1 hour). A mortar key may be omitted if the first course of block is set into the fresh -concrete when.. the footing is poured and a good bond is obtained. VI. WALL DRAINS Wall drains (four-inch-diameter) must be placed at 6-foot intervals along the length of the wall and focatedjust above the level of the soil or paving on the front face of the wall. The drains may be formed by placing a block on its side at 6-foot intervals, by IN,5222 (12-92) l Page 2 of 4 City of San Diego Building Inspection Department • Information Bulletin 222 December 1992 leaving out the mortar in the vertical spaces between tect or civil engineer specifically for the existing all the blocks (head joint) in the first course above the conditions. A soils report, compiled by a licensed civil soil or paving on the front face of the w·an or by any engineer, may be required. other acceptable equivalent method. Backfill behind wall drains or open head joints must be loose rubble VUI. REINFORCING STEEL or gravel 12 inches wide and extending from the top of Reinforcing steel must be deformed and comply the wall to the top· of the footing. with ASTM specification A615-85, Grade 40 or 60. When one continuous bar cannot be used, a lap or VII. SOIL splice of 40-bar diameters is required. Wall design, footing sizes and reinforcing steel Two #3 bars must be placed longitudinally in the are all based on an active earth pressure with an footing as shown in Figur.es 1 and 2. equivalent fluid weightof30 pounds per cubic foot. All For 6-inch or 8-inch blocks one #3 reinforcing bar footings must extend at least 12 inches into undis-must be placed longitudinally in the center of the wall turbed natural soil or compacted fill which has been in a mortar joint every 16 inches as the blocks are laid compacted to at least 90 percent density. Soil should up. For 12-inch blocks one #4 reinforcing bar must be be dampened prior to placing concrete in footings. A placed longitudinally in the center of the wall in a soils report, compiled by a licensed civil engineer, mny mortar joint every 16 inches as the blocks are laid up. be required. A minimum of7 feet must be provided horizontally IX. USE OF TABLES from the toe of the footing to daylight where the Determine height of wall to be constructed as ground slopes away from the base of the· wall. described nboveand the slopeofretainedearth. Using Footing sizes given in Table A are based on a 1,000 Table A with the appropriate wall height and slope of psf maximum soil bearing value; use of a larger retained earth, read T, R, K and W designations. bearing value will require design by a licensed nrchi-Then proceed to Table B. Table A/ Requirements for Various Slopes of Retained Earth (Horizontal Run to Vertical Rise) Wall Level 5101 4to1 3101 2101 1½ 101 1101 Ht. T R K w T R K w T A K w T A K w T R K w T R K w T R K w 1 '-6" A 1 N 1 '-4" A 1 N 1 '-4" A 1 N 1'-4" A 1 N 1'-4" A 1 N 1'-4" A 1 N 1 '-6" A 1 D 1'-7" 2·-0· A 1 N 1 '-4" A 1 N 1'-4" A 1 N 1·.4· A 1 N 1 ·.4· A 1 N 1 '-4" A 1 D 1 '-8" A 1 .,. D 1 ·-1 o· . 2'-6" A 1 N 1•.7• A 1 N 1'-7" A 1 N 1'-7" A 1 N 1 '-7" A 1 N 1•.7• A 1 D 1 ·-10· A 1 E 2·-2· 3·.o· A 1 N 2·-0· A 1 N 2·-0· A 1 N 2·-0· A 1 N 2·-0· A 1 D 2·-0· A 1 E 2'·2" B 1 F 2'-5" 3'-6" A 1 N 2'-1. A 1 N 2'-1 • A 1 N 2'-1" A 3 D 2'-1" A 3 D 2'-1" B 1 E 2'-4" B 4 F 2'-4" 4'-0" B 1 N 2'-4" B 1 N 2'-4" B 1 N 2'-4" B 1 D 2'-4" B 1 D 2'-4" B 4 F 2'-5" B 6 G 3•.4• 4•.5• B 1 N 2'-6" B 2 D 2'-6" B 2 D 2'-6" B 2 D 2'-6" B 4 E 2'-6" B 6 F 3'-1" C 5 G 3•.9• 5·.o· B 4 D 2'-9" B 4 D 2'-9" B 5 E 2'-9" B 5 E 2'-9" B 6 F 2'-9" C 5 G 3•.5• 5'-6" B 5 D 3'-0" 8 6 D 3'·0" 8 6 E 3'·0" 8 6 E 3'-0" C 5 F 3'·2" C 5 G 3•.9• -6'-0" C 5 E 3•.3• C 5 E 3•.3• C 5 E 3•.4• C 5 E 3'-4" C 5 F 3'-6" C 6 G 4'-2" 7'-0" C 5 E 3•.9• C 5 F 3'-10" C 6 F 3'-1 o· C 6 G 3'-11" C 7 G 4'-1 • 8'-0" C 5 G 4'-6" Table B 1•2•3•4 / Values for r; R and K Wall Type and Thickness, T Reinforcing Steel, R Key size, K (Width by depth) A -Type I, 6" block 1 -#3 bars@ 24" o.c:. D-6" x 6" 8-Type I, 8' block 2 -#4 bars @ 32" o.c. E -8" x 8" C5-Type II, 8" and 12" block 3-#3 bars@ 16" o.c. F-12"x12" 4 -#4 bars@ 24" o.c. G -12" X 18" 5 -#4 bars@ 16" o.c N-None 6 -#5 bars@ 16" o.c. 7 -#6 bars@ 16" o.c. Footnotes 1 Footing sizes are based on 1,000 psi maximum soil bearing value. The resultant is within the middle third of lhe looting. 2 Walls not shown in the tables above must be designed specifically for the actual condition. 3 All construction.must comply with the specifications shown in this information bulletin. " All blocks must be grade "N" grouted solid with an I'm = 1,500 psi. ·· 5 For Wall Type II the firs I 32 inches of block, regardless of wall height, must be 12-inch-wide masonry units. . D1c1mb1r 1992 City of San DiegoJ~uildlng Inspection Department• Information Bulletin 222 Page 3 of 4 Figur.e 1/Type I retaining wall with sloping backfill 2 -#3 bars typical H 2" minimum to 6" maximum__,_--"'' Lap splice (See Section VIII.)· Slope of retained earth (given as horizontal run to vertical ri$e) Horizontal steel (See Section VIII for applications.) Wall thickness 6" when T=A 8" when T=B 2" clear Reinforcing steel, R Gravel backfill 12" wide Mortar key (see section V.) 12" minimum concrete depth,.12" minimum into natural ground or approved compacted fill Note: A minimum of 7 feet must be provided horizontally from the toe of the footing . to daylight where the ground slopes away fro!TI the base of the wall. · ... Paga 4 of 4 City of San Diego Building Inspection Department• Information Bulletin 222 Oecam~ar 1992 Figure 2/Type II retaining wall with sloping backfill H 2" minimum to 6" maximum #4 bars @ 16" o.c. Key size, K I w~ Concrete block Horizontal steel (See Section VIII for applications.) 2" clear Reinforcing steel, R 2112" clear Gravel backfill 12" wide Mortar key (See Section V.) 5' maximum Not less than 32". See Table 8, Footnote 5. 12" minimum concrete depth, 12" minimum into natural ground or approved compacted fill Note: A minimum of 7 feet must be provided horizontally from the toe of the footing to daylight where the ground slopes away from the base of the wall. ~1...-.. ' ,, ·- PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB '16 -/6/Cf . ADDRESS 2 f OJ f2u 'JJ:16/lHi fom . RESIOENTIAL RESIDENTIAL ADDITION MINOR· ( < $10,000.00) OTHER {2r'i7p/nJJ 1116 [A/A v'-- DATE_{7.,_~_C/-_:_tt&~· ___ _ TENANT IMPROVEMENT · PLAZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER~ __ J_~...;1r1-=-W1,· ..... =-·------DATE_4-_~_tlf--4i_-_0 __ _ ENGINEER---------------------DATE _______ _ \ . . C:\WP51 \FILES\BloG.FRM Rev 11 /15/90 -· .... ·•t ..... -:: ....... ....