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HomeMy WebLinkAbout1756 CAPE MAY PL; ; CB013528; Permit12-28-201 9:3BPM FROM SEIMTRA BRANCH 7500 7609311903 P. 2 $1-20-2001 City of Carlsbad 1635 Faraday Av Carlsbad. CA 92008 Retaining Wall Permit Permit No:CB013528 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 1756 CAPE MAY PL CBAD RETAIN 2073122200 lot ft 0 $2,158.00 Construction Type: NEW ALTFILLISCH RESIDENCE 2 GRAVITY WALLS, 137 SF Applicant: ALTFILLISCH THOMAS CASHERYL K 1756 CAPE MAY PL CARLSBAD CA 92008 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: PENDING 11/13/2001 MOP Owner: ALTFILLISCH THOMAS C&SHERYL K 1756 CAPE MAY PL CARLSBAD CA 92008 Total Fees:$76,55 TOTAL PERMIT FEES ///?s>i// inspector: Total Payments To Date:$090 Balance Due:$76.55 Building Permit Addl Building Permit Fee , , Plan Check /t/* Addl Plan Check Fee ' ' Strong Motion Fee Renewal Fee >O»*V Addl Renewal Fee ( } *"r/ Other Building Fee ^ Additional Fees . "- ^J9 ,-"•• r */r f $0.00 t*/ ±jt*a $29.76 *££*/* f *°-°°. ,<* jafof*-* , $1-00ft &****' r -J- . $0.00 . jit*1* *°-°°. jt sht* r *o.oo .^/^JL/ 9± " $0.00 $76.55 ^^!>^ FINAL APPROVAL Date:Clearance: NOTICE: P!wi»ttl« NOTICE thaawwarfyowpra^incfcKtet^ referred to as •fa<*/«x»otions." youtaw90daystimih*tfai«*itp*itWwMi»uedto|yoli*tinipoci^ If you protast them, you must Mim ta pratB^ ptoc^wn MtftNih h Oovvntwrt Cwle Section 661^ pixcwslng In aooordance with Cwtotad Municipal Code Section 3.32,030. Falure to timely fellow that procedure win tar any suteM)u«nt i«g»i action to attack. review, mt wide, vott or annul thdr knpoiillon. You ir»h«i^ FURTHER NOTVIEDthat your ri^t to pn^s»Jth«$peoifW1w^ changw, nor planning, aonb^, goding or other sJmW«pptottonp«c««log<x service te« In contwtlonvi^tl^prejsct NOR DOES IT APPLY to any fBas/axacferiBcJwNc^ YOU have cre^ouilY been given eNOTtCCtimtlBr to th^ as to which Hi* stotutt of imitations hrn prBviouslv oineiwlge expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. <5A - Plan Ck. Deposit Validated By Date Address (include Bldg/Su'te #) Unit NOT ^hase No. ej-; Ac.* -AV Legal Description Assessor's Parcel » ( -fe^f" 0-T Description of Work "^ « Name Address v City State/Zip /* Telephone» Kb*' (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 e signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$50011. Name /yt^/l/^' Address State License * License Class City State/Zip Telephone # City Business License # Designer Name Address State License # City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: n 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. n I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) **Sl^ 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 shaH subject an employer to criminal penalties and civil fines up to one hundred thousand dolars ($100.000), in addition'to the cortgf compensation, damages as provided for In Section 3706 of the Labor code. Interest and attorney's fees. j DATE >V»«» / 7- / . . I hereby affirm that I am exempt from the Contractor's License Law for the following reason: JBs 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 MSec. 7044, Business end 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). Q 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). O 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. Q YES QNO 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 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-Tenner Hazardous Substance Account Act? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES Q NO IF ANY OF THE ANSWERS ARE YES, A RNAL 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. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0* deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work at any time after the work Is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance DATE 12-28-201 9: 35PM FROM SENTRA BRANCH 7S00 7609311903 P. 1 SENTRA SECURITIES CORPORATION 5950 L« Place Court, Suite 165 Carlsbad, CA 92008 BRANCH 7500 Business plume (760)438-8300 Fax number (760)931-1903 DATE;TIME: THIS FAX TRANSMnTAL CONSISTS OF ~~ PAGES (INCLUDING COVER PAGE) TO: ATTN:. FROM: FAX #: RE: COMMENTS City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER: CB BUILDING ADDRESS: PROJECT DESCRIPTION: Retaining Wall ASSESSOR'S PARCEL NUMBER: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore, any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. By: .Date:it 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 and/or specifications to this office for review. By: By: By: Date: Date: Date: ATTACHMENTS D Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON NAME: TAN IYA WADE City of Carlsbad ADDRESS: 1635 Faraday Avenue Carlsbad. CA 92008 PHONE:(760) 602-2773 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 6O2-272O • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST RETAINING WALLS oN Q RD/ Q 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures (dimensioned from street) C. Property Lines 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes C. Existing Topography 3. Include on title sheet A. Site Address B. Assessor's Parcel Number C. Legal Description D. Grading Quantities Cut. D. Easements E. Retaining Wall (location and height) Fill Import/Export. (Grading Permit and Haul Route Permit may be required) 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 the 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 Paget H:\WORO\DOCSICHKLST\RiWning WM MMng PMMhNk CUM Fomi M40C NOTICE This ptet Is for your aid In locating th^tend to acreage or dimensions. ^OMWIO'NWEALTH LAND TITU INSURANCE COMPANY PARCEL MAP .* iHgOTYOF 6MH3BADtODUMTYOF8AKI KIM A •(VISION o'lOU U. II, MM 11 tf CAKUM TIMT M- 11-11, UNIT NO I UCMIIW TO SCALE \ Name (print): T#**»*S c.• Scale of Drawing: D 1" = 10'D 1" = 30' B A 1 I K t / ) i U M PRODUCT 1 N 5 I A L L A I 1 0 M Step 1. Prepare the Base Leveling Pad. backfill. Afler selecting the location and Irngtli of the wall, ^xcavate the base trench In the designed wtcttli and depth. Start the leveling pad at the lowest elevation of Ihe wjll Level the prepared base with t>" (]Sn mm i of well-com parted granular fill >. gravel, mad bast, or '.'" to ' -i" [ H Keyslonf recommends additions! trench depth for below grade placement of Kevslone units on a ratio nl 1" ; J." mm) below grade for each h" i.2(Xiimn) of wall height above grade (to a maximum of .'! units buried) This lowers (he b.ise course below grade Inckinc the wall in place and also helps prevent erosion and scouring at the base of the wall. The base Uench should he wide enough to alinw for iln- KevsUine unil and drainage zone. An option to a compacted, granul; 'erial leveling pad is to use a non-reinforced concrete leveling pac. some cases tuiitractors find this is a time-saving approach Walls buill lo a wors out iHe stepped base as the wall steps '.:p in elevation ff a tuncretr- leveling vmd is used, tin- step-up height ue.-th tu exactIv match ttv Keystone unit heighl Step 2. Install the Base Course Place Ihe firs! course of Kevstom touching) <>n the prepared base, ui Make sure each umt is level - side Step 3. Inserl the Interlocking Fiberglass Pii Place tbi- reinforced fiberglass pins into addition,^ course Accordmt; lo wall re, Step 4. Install and Compact Backfill. Fill in all voids -in and heiween Keystone tinil.s - usinii ' -" to :Vj" (i:\ - 20 mm; clean crushed stone Place dram zone behind the units as required to achieve total 2 It. (0 fi m ) depth of drainage zone from unit face. PeftRrawl should not he used, (."ompact material in unit caviller appropri eli ellliim. Me: oils (Heavy cla GEOGRID INSTALLATION For taller or mure critical walls that require use of yetiqricl. mntiruir1 tli^ :nst?ill,-ition [irm wild Step !) If ppopncl i« not required, skip to Step-li, - r Step SA. Excavate Keinfon ed Soil Are Remove existing •(mis in the reinfor imniTi embedment ienatti ot the g tjent'rallv le\el soil condition behi placement ot each geoyrid layer Step 5B. Cut (ieogrid. Cut sections from geogricl roll tu the specified length (embedment depth), l.eogrid roll direction is fron. criteria (or biaxial or umaxMl geognds In mos' i-ases rorrert orientation is to roll the geoyrid perpendicular {,, the- wall rare Ste[i5C, Install Gr-ogriii Hook ^ugrirt over the K< .ind ci)mp<ictiuri. Rem.ive slakes, if desired once backfill Step 5E Install Next Course of Keystone IJnlls. Step 5F. Place tompacter) Backfill Over (ieORrid In 8' Lffls. i IK Step 6. Install Additional Course Place the next course of Keystone unit.-, over the fiberglass pins, hm;i!! the pins into the kidney-shaped recesses. Center the unil over the Iwo underlying units as shown.Visually sigh: down in [he kidney-shaped reress for pin positioning Pull the Keystone unil toward I In- f.ire ot the wall uiHil it makes hill runtacl with holii pinv for e,i<li remaning course, repeal Steps :i-ij Step 7. Install Keystone Caps Complete your wdl! with Keystone Cap units (w options on ;.;ige -1; In areas of hign puhhc usasje. apply Keystone KapSe-jl™!;: construe lirin adhesive lor masonry units) on the trip surface nl the 'dSt rou-se before applying rap units Place the Keystone Cap unit over the piiT, on the unGer'yinw unit Pull the Cap unit forward to the rtutom.Vio setback position Backfill and cornpaM soils behind w;,ll In finish grade Finish grade with appropriate plasIH soil cafuir drainage swale r --•$'*'. 'J sP tcu Liy K t y jio N t APPLICATIONS Keystone" puts design flexibility in your hands. The variety of Keystone product sizes, face textures, and colors allows you to create beautiful retaining walls that fit the specific engineering needs and aesthetic designs of any job. Government Applications \> Ki-ybmr Walls h.ivr li,-(.|i ui"(l t" s-ikr. wv*'«p b s Ss -e^gg D P «=»£i UJB.£j oreza o i o i Oh-Oil -«o wo ft *ID fc"• dew •jij III•S ° 2 jjjf i >* s § C, o> ™ T3ai|l I 8 8g>fi e HIsJsI**** ft ft .311 a^uj as - l§ W^j C -0 C " ta sUJ I UU, A .0"- C •gcC cu a-a 3 N '«4- n'cc'S03-1 a A «C 111 e Cj^III •8-8 o•sis l *"£IP § 1 01c 5 3•S,o-.S1!)oj »-i § HIJj u^-c a IS, au 1co Sc>,US3W-S*--cc^ai — §5 * 3 "a o3 ~ tr <3J<U i/; DTJ"""* rtc oh g P| s"3§ 'a = *111§a:ill2^ ^ 5 "« ^IM c "S TJCrd SJ2o u> '5oOc- "o C tr £' a;u "5. c u re OJ 3 cu E C"cL •p c £ OJ "njO,T3 O. ^ C/j cal connection between'5 -C E i V. '5. 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Xc;ensura; m>-,« 0) € 53<ug a;x: c y D OO ~ P a Z = 5 OO OJ T>C Q, QJ 1 ! 1 s ° y: "o a si c -2 -^ «S «o u> -O r- C OJ .= £ o CL — & "f2 " "iv | B p-S 1 £ *_^-\ 0-. 3 o r M r r i T <D n rl c r 1 LDURABLElow absorption concrete —eystone units and total struct.=• €S -*=-, § .$' ^ 11tji s \ 1 material — Safe for the envi'.p to nature s toughest testsrrosivestands uO J-V cG ££E • a . sog. §^AESTHETICoptions — Complements thend aesthetics of site locations,? true freedom of expressiont tnvtlll-ac A Un,,,f ^ rr,nrr.s?3 & '!2 "t 2§ C-§o•cn "=a >> X '-28 g*:^i* & ^> •— a •iSP-g ;& S'lS littl.|, S|l III |lliz <t; |1 ti B VERSATILEar-sided units — Allows for easy construnvex and/or concave curves to naturally iite contours•2 O v. &Z Sia o •€<C &ac. «£*)le face styles — Offers creative design>ns to the designer with the ability to coonany site or building design.5".° .c; |lls >- 3-.£ ^EASY TO INSTALLocked, dry stacked assembly — No monred; allows free flow drainage through thtsing hydrostatic loads"E a. §a) Q---S•5 & e ^j tj ^f)• -Q..O P ted fiberglass pin system — Ensures proment, unit interlock and positive mechaniection between the structural units, the gefhe retained soil masslil-ga C a ** c installation — Straightforward buildingm allows for faster wall construction; no r,toting; general labor vs. skilled specific"2 &«"(a. g o& & cOi u1!COST EFFECTIVEsaving — Rapid installation reduces constimee SE . o p *~ ^.-3 .„produced — Costs are quality controlledry high-rate production process; product iily available "off-the-shelf" technologyv £•«tn u a«<S &S c:•5 lasting — Greater life span offers outstanycle cost benefits^ o s:-J A m C/5 H O n mil sg |§lj>5ssif 2 ;= Z ?33 20 -s- :>n i 3 S C£.c 1 o 3-* n' r;n 5 T a ?. •i— --2 O " ="- -t T?> ^ !—- D^"Rr"*5-i"-'~ nl^^1 •* r- X '-^ 5 5 ^ x '' *H rr^tQ,"'"^S""^'nD >- **1 Sllf§lls: S -= ^ z<Ct ?* H =r.3 3 y-S- —! 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