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Home My WebLink About2652 LA COSTA AVE; ; CB053763; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-02-2005 --; Retaining Wall Permit Permit No: CB053763 Building Inspection Request Line (760) 602-2725 Job Address, Permit Type: 2652 LA COSTA AV CBAD RETAIN Status: Parcel No: 2162801300 $1,440.00 Lot#: 0 Applied: Valuation: Construction Type: NEW Entered By: Referen_q_e #: Project Title: BRAMBLE RES-80 SF RETAIN WALL PERC-3 STDS Applicant: DEL MAR CUSTOM HOMES STEB 2737 E COAST HWY 92625 949 87 4-5299 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check. Fee Strong Motion Fee Renewal Fee Add'I Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES Total Fees: $50.05 Total Payments To Date: Plan Approved: Issued: Plan Check#: Inspect Area: Owner: BRAMBLE RICHARD 24821 STANHOPE #F DANA POINT CA 92629 $50.05 Balance Due: FINAL APPROVAL ISSUED 10/28/2005 RMA 11/02/2005 11/02/2005 $29.73 $0.00 $19.32 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $50.05 Inspector: Date: e, Clearance: ------ $0.00 NOTICE: Please take NOTICE-that approval of your project includes the "Imposition• of-fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you. protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to !imely follow that procedure will bar any subsequent legal action to attack, review, set .aside, void, or annul their imposition. · You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or-other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any f · -f hi h · · · ii h' h f limi i n h r vi I h rwi ex ir . PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Name ,=~~= Address [5,::;,;,.J~'Q~J:l~Mt"CQfl,~;pp~if'1!~Ct:l.~M~. ,~;:::::-:::::.~~::.~--~.:t":::"'":::-~;::_ City FOR OFFICE USE ON~)} PLAN CHEC~ NO. (JJ 053Z.{J EST. VAL. /q 'i b Plan Ck. Deposit _______ ..,.,._ Validated By 1-/l.J- Date l {) /$/It.tr Total # of units State/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City 9r 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 [Chapte.r 9, commending witlJ Section 7000 of Division 3 6f 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 [$500 ). ' ~~,~~ ~-~ q ~ Designer Name State License # License Class -"---'\S,...'------- Address City State/Zip Telephone # City Business License # 12 l '1S (\1s") City State/Zip Telephone ((1:t:~;WQ~.R$;~,;:;;Q:;;~;::;-IYl;;;J';;_,~;;;rl;,s;;;_~;;::"t:;;:M;:,;O;:;_tt;;:::=,,,=,,=_:,,,;::~=-.;~-:.: .. , ... _,_ • , _, C~-, ___ , ,,, . , '--~--"" ,,:,~_,,;.;,;2:::L .. t.:. . ..:'._:.:;/t:i:Ci:cJi'.I3:L:'.:'C,:T:~;;:z::~-;r>-~·:,;,~:;:.:~;;,::.~l:-'.:'.:.-:-D Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a ce_rtificate 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. , . \ti" 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 ~ed: MY-worker's compensation insurance carrier and policy number are: a J f . I /' Insurance Company ~. ~ Policy No. /s5"-J, -Z,. \.::::::> Expiration Date \O _ D\c:, (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) [ 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($10 00), • tion t e cost of compensation, damages as provided for in Section 3706 of the Labor code, inter,s_! ~orney's fees. SIGNATURE . DATE 10J2.'6_m :it ',:::owi'Jfft';.' ,, t~lftP . froii" ,, ,i_: · . ' , ·:_, .,-., :--::-·_~-;; c::~,<~~;, ·,--·:--:"". :-: ·_ ~: ·· ,: -·:F:>(<:~;::;::::;_;"'.-;;:"•c-?,:":'.T'Zi·~C''f~::·.:::y"'33<r-:r·::ll~:·:s· ~~ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not inte11ded or offered for sale (Sec. 7044, Bu!line~s 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 con.tractor(s) licensed pursuant to the ·Contractor's License Law). 0 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. 0 YES ONO 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 I phone number l 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 f9llowing persons to provide the work indicated (include name / address / phone number / type of work): , PROPERTY OWNER SIGNATURE ______________ ~---"-----DATE _________ _ @01Amttl1tis:-sscTJoKi=1:itf.HokW€.s1bENftAHu1Eb1&i:fRettMttsJ:>Rfv'z~:?:::'--~:.~,'.''··:~:0:'f!l;;"::'o:,;t~~~i.f'.'',>;;r.~:~liE!;;r,:,:r:-r:;:"r.~-"'~,JS:;;i2,~ Is the applicant or future building occupant required to submit a business pjan, 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 O NO . I~ the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O NO IFANY 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 C9NTROL DISTRICT. lf~,,q_(j~§T.Jlll~tQN,;,t,eNmriQlfi E~9ZC . .:..: ;~'.,';;;:.;,,,•_.:::.:s:.:·~:,~ .. ,~.·:-:::~::,:'":·"7,C' ·c:~;,., _: :;,,·, :;,,:? ;"':'.f.:f ~::~1~;):~.¥,'._~:~.;:::::t:;;2:;2,;,;'L";:;Z0~5t:::~{-' :,~;\;~ I hereby affirm that there · cons uction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAM ,U LENDER'S ADDRESS ;;:;:;;;;:;::=:;::::;:::=:::::;::==:;::;:::::::;::::::;::;:::::::-:::;:;::;;:::;:::;::::::;;:::::::=::::::::::=::::::::::::::=::::::::: ~;:; J~.iteU,.P~!'ilECl;.R..llf.tq~ug .. ~ :~ ;.,,, ~2-' .: , .. : , , ;.:.,,; ',; ~:-:::;, ·,;, ::,,:;_,a:~ •• < ~: .:, ::..2,~ • .:&~ Z".:!:l~,;~L 1;a,;,.,:.::~,',;,;'(; '!,,~:: ,, ;,;;;;:;33y,_';'•\:J,J';2it: ,;;,.~::;; )',£;i:,,,,; ~-:,-!;,~C\1 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 Cit~ of Carlsbad to enter upon the above mentioned property for inspection ,purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP !-!ARMLESS 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. · City of Carlsbad Bldg Inspection Request For: 08/08/2006 Permit# CB053763 Title: BRAMBLE RES-SO SF RETAIN WALL Description: KEYSTONE WALL Type: RETAIN Sub Type: Job Adoress: 2652 LA COSTA AV Suite: Lot 0 Location: APPLICANT DEL MAR CUSTOM HOMES .Owner: OLIVER LISA Remarks: Total Time: CD Description Act Comment Inspector Assignment: PY .__ _____ _ Phone: 9496783578 Inspector: -/2.- Requested By: ERICK Entered By: CHRISTINE 69 Final Masonry AL .::r2,i c~ Date Descriptfon 07/27/2006 61 Footing Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Act lnsp Cqmments AP PY ~<irj. ~--·. 't'°" ... ,... .-, ' .os-CONSTRUCTION TESTING & ENGINEERING, INC. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 1441 MONTIEL ROAD, SUiTE 115, ESCONDIDO, CA 92026 PHONE (760) 746-4955 FAX (760) 746-9806 GRADING OBSERVATION Job Name: 6 It. 4 M 1:;U _ ,ft:s ,;:,C-w'.C£ Job Number: //J-g ,111 6 Job Address: ;>t.!'2 LA C'c~-tA NC-NU~, C A,'C I'S bA !) C4 Date(s): ~1-74, (j~ , Plan File: I Permit# Tech: 6-kfo,,,1;; Sf Gen. Contractor: rt Contr, Wkg: ,,J/A Superintendent lf.,cl( /J,1.,t.M,~LE Foreman: /i.//4 - Weather Condition: ~ 5uAIA/c.t 'x!Jt:J-~z.,:;, Summary of Work: A tlisrr t.JA~ MA A(' riJ YI/ii A C,o,kt lt2o JC.:7 7V CJ.6!°(:';t:V(.· --n/2.; t"'a .,._r,Mc?"t;1,t. ~ <'-'NST/-,,1~71 b ,J /).C-,/;ll .11.'.T•ll,J < P.2,./.I> P.t:tl: ~-:.or1 77& AICt css,4,1_.., r ,c'-D -r<::j{rS. --rt; DA~, I 11/St>,;;:C-r C ~:> .;1-/..J .:, C: di"<t( t?l,.: I , ·; .red; ,,.._,,:;;,e or-,t jfc,-r;,, ,t,J/,-. r. t,J At.L (),,j Tili' s () ,:;ii( {'-,'f <,-r' ~1:Jrt.,vc'?t.. or-i:/:c,usi". -nl.:; ,-,.,)c,../ i' ,'-/ '-j C" •• u.·'i·-,a: c,_, I f / 3 I} , I z I!/ 14 t 7/k: f ,:X,'4,Nt"-f, AJi:-/'..C. /-_') l',/ N ,) 7,.\ ,&t t,.Jdlt,,._, -rk .s,/,JC,; ,P"-c.--1-04,-,, l>.r .5 ,-:"(.-' //'{; ' ' r,..,,.1-,-JlA-t'.-r"/I t!, NC-6-.lYC 7i.l -~£;,t,/,w£ cx<cs,;,,v£ ;t.·t 4-1" c=-,.: , ""ls F°ltt!>"-t 6,:r{J. o ,...,. ~~ .... -r.'J ,:.-1, ....,. ,, 'l' A-~'-,J,.,;.. 7,-,'c:: ,/J _l> r:,,-,r',,, ,._; CJ.r jt,f,:) t·<.-f u /4 ,:~ .rS /if'lt._"',t T !,, NC.:= Di= .D. TEST SUMMARY Test Elev. Lab Maximum Optimum% Field Moist % Relative No. LOCATION AND NOTES Feet Density (PCF) Moisture Field Density (PCF) Content% Compaction CompacV Required ·~ ' N .. <h.. _... ~~..f1..., ... .; I ;;.!Jt ~A ~,r,'\,Jt,,,:"· \.II I -- \J,<tt•·' : . J .. , -~ ,. ·. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 1441 MONTIEL ROAD, SUITE 115, ESCONDIDO, CA 92026 (760) 146-4955 FAX (760) 746-9806 Lt G 2..-LA--UJS1"""A . , I~ CONSTRUCTION lESTING & ENGINEERIN.G, INC . GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 1441 MONTIEL ROAD, SUITE 115, ESCONDIDO, CA 92026 PHONE (760) 746-4955 FAX (760) 746-9806 GRADING OBSERVATION Job Name: ./5,t4 /111 ~.!. J; Jf&C.I f.;;t$NC (.; Job Number: l.1-t-¥7/ r::> Job Address: &.~5;)., I-.;;. t! /; ':S.-t'~i ,,4 .. ~,,,._,i,;,; . C';;:,a.Ls A-'1.D c,: Date(s): &7~ ,?() ~ &(,, ' Plan File: I Permit# Tech: 6. MO(M:=6 $-; Gen. Contractor: r;t Contr. Wkg: ,i.//,4 . Superintendent l?1t:.K " Foreman: 41/,4 /:$114 &.'/ li ~:: Weather Condition: Sut1J,;-•1, 1: iJ_ 18 Q Summary of Work: 4 0-S:7 h, .. ,, '"+f ~\, ·; '"Td 7~ A7'$::11!':£ ;f>t:t>?JC<:-'1' 7V &l'!.,.5,.t:.~tJZl/C -ni~ (?)AJ7/? 4:-: 7.:)/t 'S ,. /"0,1,P,:;,"'r.'il_U,t'.o/' /(.~,,,J l)p C~,l, "471.!J,.-[_. .. -:-.J2> t?.:R. . ..::-aa .. ~ 7YE N&CeS"S'..,v'?.. 'I ,T/Cl-/.J -;z·s7:s~ (,1/){J,"J A,2;:,i,/;i:H,. . , ., /'/ J ~,? 4C"l!.J?S /NJ srr..-:: Cr.UCO r c:,_...a;,.7c. ·r ;v1:IMl~-;::,l. t..lf P', .. ,,11c-;; S¥f6..<;' ?'i.J Co A.; -;"';,-1~ r ~ r~r.G &.lit. -;:.r.,,. ,-1 72) 1f·:-sc1:·,--:0,t,t/,,,c Ah 'Tt:!.": r t,,,.JA S t':1t Af [)1:./ :c:?:.'! i) ..4-;--.r,4,:; -rr,-t(c TEST SUMMARY Test Elev. Lab Maximum Optimum% Field MoisJ % Relative No. LOCATION ANO NOTES Feet Density (PCF) Moisture Field Density (PCF) Content% Compaction CompacV Required .. - GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 1441 MONTIEL ROAD, SUITE 115, ESCONDIDO, CA 92026 (760) 746-4955 FAX (760) 746-9806 City of Carlsbad •Wb 1tM#•1iti+IIJ§iii~••ii44i•ii~i BUILDING PLANCHECK CHECKLIST RETAINING-WALL BUILDING PLANCHECK NUMBER: CB iJ 5-,. '31,'1 ') BUILDING ADDRESS: PROJECT DESCRIPTION: _R_e_t_aic:..:.ni;.;_;n..._9 _W_a ____ ll _____ _ 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 o these items after this date, including field modi atio s, must be reviewed by this office to insure c tinued conformance with applicable codes.. lease view c ef1,1lly all comments attached, as fail ly · instructions in. this report can result · f permit to build. / / / By: ~---'---Date: /I I (Io.\ ATTACHMENTS Right-of-Way Permit Application H.IWORDIDOCSICHKLSnRetalning Wall Building Plancheck Cklist Form KF.doc Rev. 6126198 DENIAL Please see the attached report of deficiencies marked with DMake necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: -=----------'--Date: ________ Oate: ___________ Date: ENGINEERING DEPT. CONTACT PERSON NAME: KATHLEEN M. FARMER City of Carlsbad ADDRESS: 1635 Faraday Ave Carlsbad, CA 92008 PHONE: (760) 602-2741 1635 Faracfay Avenue• Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 @ a a ·O a -a a a a BUILDING PLANCHECK CHECKLIST RETAINING WALLS . (f) '11-Si-1"-" ,l_ ~vy. ~ I ~a,,,_ r 1. Provide a fully dimensioned site plan dra~n to scale. Show: 6rthArrow . isting & Proposed Structures / ~dimensioned from street) / Property Lines 2. Show on site plan: ~/Orainage Patterns / B. Existing & Proposed Slopes . C. Existing Topography . / /2 Easements .. E. R~ning Wall _./'(location and height) 4. Project does not comply with the following Engineering Conditions of approval for Project No. -------------------------------- Conditions were complied with by: _______ Date: ____ _ MISCELLANEOUS PERMITS 5. A RIGHT-OF-WAY PERMIT is .required to do work in City Right-of-Way and/or private work adjacent to tne public Right-of-Way. A separate Right-of-Way issued by the Engineering Department is required for the following:. ----------------------- Please obtain an application for Right-of.:.Way permit from the Engineering Department. Page 1 H:\WORO\OOCS\CHKLST\Retainlng Wall Buildi~ Planchecl< Ckllst Fonn OR.doc R_ev. 8128198 PLANNING/ENGINEERING APPROVALS PERMITNUMBERCB06,37l:z3 .. · DATE IOf ot f 5 1 I Aoo~Ess c;2co15~ La Cos+o. -A kY?,,, · , "RESIDENTIAL RESID . IAL ADDITION MINOR ( < $10,000.00) . ·oTHER ~+~ ,~ W g,J1, TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAG&'·FAIRE COMPLETE OFFICE BUILDING PLANNE~ Sedu--. . DATE I0/31 !J~ 7 t ENCINEER:. --------DATE ---~--- Docs/MISformsn>larining Engineering Approvals · CONSTRUCTION TESTING & ENGINEERING, INC. June 6, 2006 SAN DIEGO, CA 1441 Montiel Road Suite 115 Escondido, CA 92026 (760) 7 46-4955 (760) 7 46-9806 FAX Mr. Rick Bramble P.O. Box 2005 San Marcos, California 92079 RIVERSIDE, CA 12155 Magnolia Ave. Suite BC Riverside, CA 92503 {951) 352-6701 {951) 352-6705 FAX VENTURA, CA 1645 Pacific Ave. • Suite 107 Oxnard, CA 93033 . (805) 48.6-6475 · {805) 486-9016 FAX TRACY, CA 242W. Larch Suite F Tracy, CA 95376 (209) 839-2890 {209) 839-2895 FAX SACRAMENTO, CA 3628 Madison Ave. Suite 22 N. Highlands, CA 95660 (916) 331-6030 (916) 331-6037 FAX CTE Job No. 10:-8471G Subject: Cross-Section Details for Standard Keystone Retaining Wall Bramble Residence 2652 La Co·sta A venue Carlsbad, California Mr. Bramble: N. PALM SPRINllS, CA 19020 N. Indian Ave. Suite 2-K N. Palm Springs, CA 92258 (760) 329-4677 (760) 328-4896-FAX As requested, submitted herewith are the design cross-sections for the proposed Keystone retaining wall at the referenced site. The wall sections are based on the manufacturer's Keystone Wall Program, Version 0.0.1.90, 2002, developed by Keystone Retaining Wall Systems, Inc. The program utilizes the Rankine-with batter Methodology. The cross-section details provided have been reviewed and determined to be suitable for use at this site. The following soil parameters were utilized for the design. Due to the depth of the footings beneath the adjacent house structure, the wall will not be surcharged by the house. In addition, due to the limited height of the retaining portion of the wall, geogrid is not required for the small wall. Reinforced Fill Retained Soil Foundation Soil · .• ~ , ' · ·_Internal Angle of : . ' Friction_. ((;legfe~i} <!>. NIA 30 30 · Aippar~nfCo.hesfori;.:c· ·.-: < .:s6tftliiitw~rgllt'/t : .. . ".: : · (ps(j::· · · '\ ~ .. :;.·\,:· ,::(p,of};_.?t.\ : NIA NIA 0 120 0 120 If you have any questions regarding this report, please contact us at your convenience. Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, INC. Dan T. Math, RCE# 61013 - Principal Engineer GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I CIVIL ENGINEERING I SURVEYING ,-STONE ~ ~R'a~NINGW~SYSTEMS RETAINING WALL DESIGN Version Version 1.0.2 Build 113 Project: BRAMBLE RESIDENCE Project No: 10-8471G Case: WalL1 Design Method: Coulomb-NCMA (modified soil interface) Design Parameters Soil Parameters: ! 30 30 £ 0 0 fLIQf 120 120 Date: 6/6/2006 Designer: Retained Zone Foundation Soil Unit Fill: Crushed Stone, 1 inch minus Minimum Design Factors of Safety Analysis: sliding: 1.50 pullout: shear: bending: overturning: 1.50 bearing: 2.00 Unit Type: Leveling Pad: Wall Ht: Standard 21.5" Crushed Stone 4.04 ft Offset: 0.00 1.50 1.50 1.50 Level Backfill Surcharge: LL: O psf uniform surcharge Load Width: 0.00 ft Results: Sliding Overturning 2.11 Factors of Safety: 2.66 Calculated Bearing Pressure: 668 psf Eccentricity at base: 0.42 ft uncertainties: 1.50 connection: 1.50 Case: Case 1 Wall Batter: 0.00 deg. embedment: 2.00 ft DL: 0 psf uniform surcharge Load Width: 0.00 ft Bearing 11.17 Shear NIA<< Bending NIA<< ··I ! , "8sfONE ~ ~R'e~illNGWA~SYSTEMS Project: BRAMBLE RESIDENCE Project No: 10-8471G Case: Wa/L1 RETAINING WALL DESIGN Version Version 1.0.2 Build 113 Design Method: Coulomb-NCMA (modified soil interface) Design Parameters Soil Parameters: f £ 30 0 30 0 9..J2m 120 120 Date: 6/6/2006 Designer: Retained Zone Foundation Soil Unit Fill: Crushed Stone, 1 inch minus Minimum Design Factors of Safety Analysis: sliding: 1.50 pullout: shear: bending: overturning: 1.50 bearing: 2.00 Unit Type: Leveling Pad: Wall Ht: Standard 21.5" Crushed Stone 4.04 ft Offset: 0.00 1.50 1.50 1.50 Level Backfill Surcharge: LL: 0 psf uniform surcharge Load Width: 0.00 ft Results: Sliding Overturning 2.11 Factors of Safety: 2.66 Calculated Bearing Pressure: 668 psf Eccentricity at base: 0.42 ft uncertainties: 1.50 connection: 1.50 Case: Case2 Wall Batter: 0.00 deg. embedment: 2.00 ft DL: 0 psf uniform surcharge Load Width: o.oo ft Bearing 11.17 Shear NIA<< Bending NIA<< ~ ,. ,: 140 l 88:88: l ~~:~& I I I I I I I 1 ,J I I I I I I I ciJ, :1,3,.QQ,, ,19?-,2~i e~ :@@1 i §f,l:90 135 Case 1 Case2 130 100 110 120 With proper design metho begins, review standard d within basic design and c lowing list descri6es site c ments. For questions relat sentative. ... The wall height, i I>-The wall will be ~ The wall will enc • The wall will enc ~ The .wall will use The following construction instructions apply to the K construction industry. At a compact the backfilf. • STEP 1: PREPARE S Remove all surf ace veget soils to allow for placemen .. STEP 2: EXCAVATE After selecting the locatio passive wedge of soil to r Trench shoufd be wide en stone material, promotes t QUESTION: How wide do ANSWER: A minimum 2 NOTE: addi. or other mec The Base Trench must be Leveling Pad and any buri .QUESTION: What should ie:it.ti K'l",."-~ .;.• ANSWER: A depth of 6" NOTE: Keysto soils require no ... Requirementfo an engineer. QUESTION: How many K~} r. .. ANSWER: Wall Height ( Wall Hei~ht grade. (1 (2 of wall abov KEYSI01'E REL\l~!IN(, WALL SY~ I EMS -~ ~-f~~(_,(:-- 1> INSTALLATION -STEP BY STEP ditions. Before construction a flnon-critical" structure falling ering documentation? The fol- officials for specific require- . contact a Keystone® repre-t;- ;\~y .. , . ?f'JMini or Compac Units . ~.-::::.-;;~ ! if::-r :-Site',funoff. •,; ~ /; " '3Jtliiove the wall. ii:"\· ressed. These installation . ·.-i;J using tools common to the ~g~iji_g~a trench and place and ~ ,' . . .. . ourse below grade creating a of the wall. The Base one, an area of crushed ements}. EXAMPLE: The combined depths of t · total depth of the Base Tre, k ;', QUESTION: What should . ANSWER: Depth of wal depth of the 12ff + 6" = 18 below grade There are three exception the Base Trench. 1. Poor soil condhions ma Base Leveling Pad materi be used to improve the b the weight of the retaining such .concerns. l,'.:,. 2. ,Construction of a wall oJf a slope (figure 1.02). Whe , ... using the standard Base Trench guidelines, the amount of passive soil in front of a wall constructed on a slope is reduced sign icantly. This requires an increase in the Base Tren to meet minimum require- ments. QUESTION: What should ANSWER: _,,,-t.µf'~-ro-(tUJl:- ~ INSTALlATION · STEP BY STEP DEPTH OF BASE TRENCH (Bn 5' (1.5m) Ml('J PASSIVE SOIL WEDGE . 2 (2) Run or slope (1) Rise or slope = depth of units 3' (0.9m) depth of Base all is not level with the top or I vary. Maintain the minimum ~~ir:~w::~~~t!,":it t~e~.·fuc~~c~:~:e:e~r or our knowiedge, accurately represents the Keystone product use In lhe ape_llcallOn.s which are llustrated. Fil81 deletmiia!lon of the suil-ab~ for the use contemplated and ks manner or use are the sole responslbllily of the user. SIJUClur~ rles~n and ana~sls shal be performed by a qualW-ied engineer. o 1997 KEYSTONE RETAINING WALL SYSTEMS, INC, M~neapolis, Mimesol8 • (612) 897·11M0 • (612) 897-3858-fax ANSWER: Granular inorr )}()\:. :/:. particle size i$frl more difficult · ·· ~·~ . r: OPTIONS: 1. 3/8" to 3/4'1; 2. Angular sl" 3.A2000± p 4. A3500 ps recommen·· NOTE: Don~ The roundedl~k movement. ~iY Place selected Base Leveffh·\ ment to achieve proper d .. Proctor or 90% Modified soil density). Crushed sto be performed on crushed gram, locations and frequ owner. Compact the Base using a level/transit or ha minor adjustments. If a c batter boards, pour concr When building on a level . · · full length of the wall b~for,,~·-, .. · .Jf lateral grade may require · · · · · · ditions, the Base Leveling .... Units are installed for each~i\:! Beginning at the lowest el Leveling Pad material. Ne units. After leveling and ali ~ . and compact the Base Le1.(elf While domg so, place the s~::~· the step in grade to stabili 'if Keystone® utiit becomes t Leveling Pad: This unit ret this next -step in grade. If opp~site direction, fr~m a 6~~ ., .. · .. s1gmficantly less efficient. 11\rs~m · level and align the Base Ley~I the preceding course. L: · .. ~.f,;w,r---ro"f-*""" l) INSTALLATION -STEP BY STEP ·'.~p. · · ->~iz.~-is 3/4" (20mm). Its minimum ~1 , tl~tger material will make leveling ack to allow corners to con- n the two kidney receiving urs, adjust base leveling pad the alignment of all succeed- ~;iri~~o;:~w:irt;fe%~fu~!~lroml~~{or our knowledge, accurately represenlS the Keystone ~uct use In the apP.llcatlons which are Wustrated. Filal determlriatlon of the sul-abilq' for !he use contempla1ed and ls manner of use are the sole responslblftty or 1he user. Slructural design and analysis shal be performed by a qualfted engineer, o 1991 KEYSTONE RETAINING WALL SYSTEMS, INC. Minnoapois. MlnnesolO • (612) 897,1040 • (612) 897,3858-fax in9 courses. Adjustments t ahgn the units usin~ the s of all Keystone® urnts by units or over the top of un level Keystone® units sid can be leveled front to ba transit is used, spot check a~joining units should alig can be made by-tapping t amounts of coarse· sand u an attempt to adjust the h Placement of more than 3 ceptable settlement. All Base Course units can segment of the full length. struction equipment, pface each ten units. When plac· grade, set all units at the I tnese units as described i next step in grade should units (figure 1.07). This wil .units. l ...,-1:µ.f,:,,,d:--ro"" (,u.+.-- ~ INSTALLATION · STEP BY STEP ALIGN ALONG PIN HOLES, UNIT VOID, OR BACK OF UNIT TOP OF UNIT WITH FOUR PIN HOLES ' ' ' ALIGNMENT LINE _J LEVEL UNITS SIDE TO SIDE LEVEL UNIT FRONT TO BACK ~~~~~~:~:ti~:;:~~.8rn~!~l:~~~r of our ~owJe~~ =~~z ::: ,~:i:;:~~~r~~ ~ut aC~or the use contemplated and ks manner of use are lhe sole res~bllity of the user. Slnlctural design and analysis shal be performed by a qualfied engineer. o 1997 KEYSTONE RETAINING WALL SYSTEMS, INC. Minneapolis, Mhlnesota • (612) 897-10<0 • (612) 897,3858,r"' il). STEP 5: INSERT FIB : Before installing the pins, face of a wall upward. and v«t., . embankment being retai~~fJ~. controlled by the pm pos1t1 ,rJJt1 top of the Keystone® unit ' ·· 4.4° (5/8" [15mm)) or nea ing in the top of the Keyst QUESTION: Which batter ANSWER: NOTE: See "CORNERS AND C Place two Keystone® pins each Keystone® unit. In s of the hole. In these condi concrete slag and into the . ~-~;r---i.1H;i, I;:) FIGURE 1.09 WALL H:'H~F·~--BATTER BACK PIN HOLE POSITION PIN CONTACT WITH KIDNEY HOLE CONTROLS BATTER FIBERGLASS CONNECTING PIN "NEAR VERTICAL" FRONT PINE HOLE POSITION __.,-tµ.f"v,,d;-7ri"" (tUJf:- ~ INSTALLATION -STEP BY STEP INSERT FIBERGLASS PIN -----, INTO PIN HOLE FRONT PIN HOLES ALTERNATE BETWEEN I FRONT PIN HOLE POSITION ~ND BACK P:N HOLE POSITION PIN HOLE 4.4' KIDNEY SHAPED RECEIVING HOLE i. '"½' 11'"' The Information contalned herein has been com ied by Keystone• Retalnlog Wall Systems, Inc. and to io besl of our ;! ~0:e':t; ~~::~ ~e=~~ ,~a~1it=J!~~~r~! ~u~~e -~ atWtl)' for the use contemplated and Its manner of use are the ~ sole respons1bUity of the user. Structural design and analysis ~ shal be pelfo1med by a qualified engineer. • 1997 KEYSTONE RE7AINING WALL SYSTEMS, INC, Mlnneapols, Minnesota • (612) 897-1010 • (612) 897-3858,fax Fillthe Keystone® unit vo inorganic free draining gra (20mm) crushed stone). T and spaces between units combined area of the unit behind the unit. The wldth should be ~pproximately 2 wall face to the back of th required to fill a Compac ... Standard or Compac Unit ~ tiorts may require a great material mto the specified : will <;onsolidate naturally. Qta'-~. sand material may require, :·· ': · operate any automated co over the Ke~stone® units material. This may result i Proper placement of the U three important purposes. between units on adjoinin interlock between -units. If friction interlock with the w Keystone® unit; a very im sures which build up behi in Step 3 (Points 1 & 2). If between units and over th . appearance. To eliminate face while trapping soil fin soils. This back-filling proc an alternate technique ma . placement of the Unit/Drai .. stone. Natural consolidatio~ placing geogrid layers. Atie. material into the unit voids I ~f"M,lf;-Tf~ ~ INSTALLATION -HEP BY STEP ··J-:·· !Jr~:l t1tie overall weight of each " elease of hydrostatic pres- be the same as is described of these particles out of joints ion and an unacceptable w moisture to flow out of the fines found in retained site ilding with the Standard Unit, to three courses high prior to lean 3/4" (20mm) crushed :eti'ti is used, backfill units before ·~~~ent of the Unit/Drainage tf~\~tl $~~-Walls constructed in a fill .::n~ will require varying quantities What about compaction? compacted to a minimum .... , ·: the soil's maximum density it and the compaction equip when addressing this issu behind equipment will req of material. Using ride-on placement of thicker lifts for specific recommendati guidelines: • Backfill material mu content for optimum· ... ,. ~ill--• Organic or heavy c :.· used. These materi compact properly. • Walk behind mecha ... ,.,; .. , may be used to com·"·' · · the Unit/Drainage z While placing backfill mat This will secure the prope Remove all excess unit/dr surfac.e of all units. This . placement of the next cou stones become sandwich may occur resulting in str may also leave units ou~ lion. If due to the manufa material are present, rem next course unit being pla '~ STEP 9: INSTALL AD·~ KEYSTONE UNITS (fi' ,, Place additional courses o will be placed over two uni__)b bond face patter.n. Easiestri · )e units is accomplished in th . PINS OF TWO UNITS BELOW ALIGN WITH KIDNEY SHAPED HOLES I ...,-1:µ.f~',o"{-.,(.- 1). INSTALLATION -STEP BY STEP er than three feet from ~i\~: £Jif·t J(twedge at the front of the units. LIFT UNITS BY TAIL SECTION L CENTER OVER POINT WHERE TWO UNITS JOIN ~ FIGURE 1.13 UNIT SET ON THE FRONT EDGE OF TWO UNITS BELOW "·i,;tf5-1!"',-':.-;:·· · .h • Lift each Keystone® , '~ into position. • Center the unit in fr below meet. r; • Setthe face of the uflj~~ units below. tt: ~'j. ., • With the Keystone® , contact the two uni two kidney receiving pin in the units bel check). Follow the same procedur sizes and shapes, includi Availability of these units "WALL CAP: USING KEY ·;,r Cap units may be secured , require this same procedu the pins and secure these tern, the bonding material with a special formulation based adhesives designed ~ FIGURE 1.14 --rf:.µ-fi;t,d--ro""f~ ~ INSTALLATION · STEP BY STEP TIP UNIT DOWN OVER PINS BE SURE UNITS ] ARE PARALLEL ---·-·-· op of the wall may also in connections, then remove lilies of the Keystone® sys- ive is designed for this use ilable, other flexible epoxy uctions for complete details. The Keystone® Retaining planting or other surface place. 'Remember that fini the wall's performance. Su~ altered from the original des parking lots and buildings designed. Any changes to} must be evaluated prior tor I ! l, t"'.,s/, SPECIALIZED CONSTRU~tl' The following are a list of sJj~: that may be related to the &'a wall. See other sections ini,I ~4 ~ .. ,~ rr:-,~ :::~·t. • Geogrid reinforcemept~£?i9.~'\;/ f' tir,.,.~g-i£~ t·: ;t:/ • Drainage issues ,, · ··· · ".:/ ,:.: • Pipes and culverts t •Guardrails • Barriers • Fences and poles . • Structures • Curbs and copings • Water Applications • Terraces • Mixing unit sizes. ~.f"t,w,f.-'((i""(~ Ip INHAtlATION -mp BY STEP ro/hfl rJJ-Cd[ la ~ 10J~11os ~ ~ Fe... ,,: ~t\ t \vs-R.-TT--µ ~ £ FC.- ///·1'10s-· /5T{/L£) ~_,.:~ Lf)~ob 1 ~o ~ rw. ~ ~~ CB053763 2652 LA COSTA AV BRAMBLE RES-80 SF RETAIN WALL KEYSTONE WALL RETAIN \ Lot#: DEL MAR CUSTOM HOMES •, -- .A.If A-BUil.DiNG : (ff µ'i~S =~ ------FIREAPPRJFORM HEAi.TH DEPT ------HAZMAT I AIRCIUM.. ------OTHERSEWERDISTR FROM SCH00LFOAM ----,----CFO FOAM -----,.----PE&MWORKSHEET --,----r---8LDG FEES eot.FLETE Pl.ANCORR . ---r---'"T"'"--ENGCORR ESGILCORR ---r----..,---FIRE CORR